| Preface |
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xv | |
| Author |
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xvii | |
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Chapter 1 Design Criteria |
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1 | (22) |
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Classification of Buildings |
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1 | (1) |
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1 | (1) |
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1 | (1) |
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1 | (5) |
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Working Stress Design, Strength Design, and Unified Design of Structures |
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6 | (3) |
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Elastic and Plastic Designs |
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9 | (4) |
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10 | (1) |
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11 | (2) |
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13 | (1) |
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14 | (3) |
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Continuous Load Path for Structural Integrity |
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17 | (1) |
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17 | (6) |
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Chapter 2 Primary Loads: Dead Loads and Live Loads |
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23 | (8) |
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23 | (1) |
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23 | (1) |
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24 | (3) |
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Basic Design Live Load, L0 |
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24 | (1) |
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Effective Area Reduction Factor |
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25 | (2) |
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Other Provisions for Floor Live Loads |
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27 | (1) |
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27 | (1) |
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Tributary Area Reduction Factor, R1 |
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28 | (1) |
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28 | (1) |
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28 | (3) |
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31 | (20) |
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31 | (1) |
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Minimum Snow Load for Low-Slope Roofs |
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31 | (3) |
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34 | (2) |
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34 | (1) |
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35 | (1) |
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35 | (1) |
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35 | (1) |
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36 | (2) |
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Partial Loading of the Balanced Snow Load |
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38 | (1) |
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Unbalanced across the Ridge Snow Load |
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38 | (2) |
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Snow Drift from a Higher to a Lower Roof |
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40 | (5) |
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Leeward Snow Drift on Lower Roof of Attached Structure |
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41 | (1) |
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Windward Snow Drift on Lower Roof of Attached Structure |
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42 | (1) |
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Leeward Snow Drift on Lower Roof of Separated Structure |
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42 | (1) |
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Windward Snow Drift on Lower Roof of Separated Structure |
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43 | (2) |
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Sliding Snow Load on Lower Roof |
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45 | (2) |
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Sliding Snow Load on Separated Structures |
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47 | (1) |
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47 | (4) |
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51 | (40) |
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51 | (1) |
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51 | (1) |
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52 | (1) |
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52 | (1) |
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Simplified Procedure for MWFRS for Low-Rise Buildings |
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52 | (19) |
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Horizontal Pressure Zones for MWFRS |
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53 | (9) |
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Vertical Pressure Zones for MWFRS |
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62 | (1) |
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Minimum Pressure for MWFRS |
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62 | (9) |
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Procedures for Components and Cladding |
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71 | (1) |
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Simplified Procedure for Components and Cladding for Low-Rise Buildings |
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72 | (17) |
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Minimum Pressures for C and C |
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72 | (17) |
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89 | (2) |
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Chapter 5 Earthquake Loads |
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91 | (28) |
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91 | (1) |
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Seismic Design Procedures |
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91 | (1) |
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92 | (2) |
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92 | (1) |
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Stories above Base and Grade Plane |
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92 | (1) |
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Fundamental Period of Structure |
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93 | (1) |
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93 | (1) |
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Seismic Ground Motion Values |
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94 | (10) |
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Mapped Acceleration Parameters |
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94 | (1) |
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Risk-Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters |
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94 | (1) |
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Adjustments to Spectral Response Acceleration Parameters for Site Class Effects |
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95 | (1) |
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Design Spectral Acceleration Parameters |
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95 | (1) |
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95 | (9) |
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Site-Specific Ground Motion Procedure |
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104 | (1) |
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105 | (1) |
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105 | (1) |
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Exemptions from Seismic Designs |
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106 | (1) |
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Equivalent Lateral Force (ELF) Procedure to Determine Seismic Force |
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106 | (2) |
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Effective Weight of Structure, W |
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106 | (1) |
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Seismic Response Coefficient, Cs |
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106 | (1) |
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107 | (1) |
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Maximum SDS Value in Determining Cs |
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107 | (1) |
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Response Modification Factor or Coefficient, R |
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107 | (1) |
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Distribution of Seismic Forces |
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108 | (2) |
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Distribution of Seismic Forces on Vertical Wall Elements |
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109 | (1) |
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Distribution of Seismic Forces on Horizontal Elements (Diaphragms) |
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110 | (1) |
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Design Earthquake Load in Load Combinations |
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110 | (5) |
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Vertical Seismic Load Effect (Evertical) |
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111 | (1) |
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Maximum SDS Value in Determining Evertical |
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111 | (4) |
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Soil-Structure Interaction |
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115 | (1) |
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116 | (3) |
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Chapter 6 Wood Specifications |
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119 | (30) |
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Engineering Properties and Design Requirements |
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119 | (3) |
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Format Conversion Factor, KF |
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120 | (1) |
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120 | (1) |
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121 | (1) |
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121 | (1) |
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121 | (1) |
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Fire Retardant Treatment Factor |
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122 | (1) |
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122 | (3) |
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More Factors Applicable to Lumber |
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125 | (1) |
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125 | (1) |
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125 | (1) |
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Size Factor, CF, for Dimension Lumber |
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125 | (1) |
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Size Factor, CF, for Timber |
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125 | (1) |
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Repetitive Member Factor, Cr |
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125 | (1) |
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126 | (1) |
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Buckling Stiffness Factor, CT |
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126 | (1) |
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126 | (1) |
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126 | (4) |
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Structural Glued Laminated Timber |
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130 | (1) |
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Reference Design Values for GLULAM |
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131 | (1) |
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Adjustment Factors for GLULAM |
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132 | (4) |
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Flat Use Factor for GLULAM, Cfu |
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132 | (1) |
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Volume Factor for GLULAM, Cv |
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132 | (2) |
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Curvature Factor for GLULAM, Cc |
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134 | (1) |
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Stress Interaction Factor, C |
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134 | (1) |
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Shear Reduction Factor, Cvr |
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134 | (2) |
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Structural Composite Lumber |
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136 | (1) |
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Adjustment Factors for Structural Composite Lumber |
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137 | (1) |
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Repetitive Member Factor, Cr |
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137 | (1) |
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137 | (2) |
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Cross-Laminated Timber (CLT) |
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139 | (2) |
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Effective Flexure Stiffness and Flexural Strength |
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141 | (1) |
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Effective Shear Strength Factor |
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142 | (1) |
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Effective Shear Stiffness |
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143 | (1) |
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Summary of Adjustment Factors |
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144 | (2) |
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146 | (3) |
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Chapter 7 Flexure and Axially Loaded Wood Structures |
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149 | (34) |
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149 | (1) |
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149 | (1) |
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Bending Criteria of Design |
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149 | (2) |
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Beam Stability Factor, CL |
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151 | (3) |
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Effective Unbraced Length |
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153 | (1) |
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154 | (1) |
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Shear Strength of Sawn Lumber, GLULAM, and SCL |
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155 | (1) |
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155 | (1) |
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156 | (1) |
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Deflection of Sawn Lumber, GLULAM, and SCL |
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156 | (1) |
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157 | (2) |
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159 | (5) |
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164 | (2) |
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164 | (2) |
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Design of Axial Tension Members |
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166 | (2) |
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168 | (1) |
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Column Stability Factor, CP |
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169 | (1) |
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Critical Buckling for Sawn Lumber, GLULAM, and SCL |
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170 | (1) |
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Critical Buckling for CLT |
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171 | (1) |
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Design for Combined Bending and Compression |
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172 | (5) |
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177 | (6) |
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Chapter 8 Wood Connections |
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183 | (20) |
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Types of Connections and Fasteners |
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183 | (1) |
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Dowel-Type Fasteners (Nails, Screws, Bolts, Pins) |
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183 | (1) |
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Yield Limit Theory for Laterally Loaded Fasteners |
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184 | (1) |
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Yield Mechanisms and Yield Limit Equations |
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185 | (2) |
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Reference Design Values for Lateral Loads (Shear Connections) |
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187 | (1) |
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Reference Design Values for Withdrawal Loads |
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187 | (1) |
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Adjustments of the Reference Design Values |
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187 | (7) |
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187 | (1) |
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187 | (1) |
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188 | (1) |
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188 | (3) |
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191 | (1) |
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191 | (1) |
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191 | (3) |
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Nail and Screw Connections |
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194 | (3) |
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Common, Box, and Sinker Nails |
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194 | (1) |
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Post-Frame Ring Shank Nails |
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194 | (1) |
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195 | (2) |
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Bolt and Lag Screw Connections |
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197 | (2) |
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197 | (1) |
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197 | (2) |
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199 | (4) |
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Chapter 9 Tension Steel Members |
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203 | (18) |
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203 | (1) |
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Provisions for Design Steel Structures |
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203 | (1) |
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Unified Design Specifications |
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204 | (1) |
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204 | (1) |
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Design of Tension Members |
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205 | (1) |
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Tensile Strength of Elements |
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205 | (3) |
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206 | (2) |
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208 | (1) |
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208 | (1) |
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209 | (1) |
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210 | (1) |
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211 | (2) |
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Design Procedure for Tension Members |
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213 | (2) |
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215 | (6) |
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Chapter 10 Compression Steel Members |
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221 | (20) |
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Strength of Compression Members or Columns |
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221 | (2) |
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223 | (1) |
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Flexural Buckling Criteria |
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224 | (1) |
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Effective Length Factor for Slenderness Ratio |
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224 | (3) |
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Limit States for Compression Design |
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227 | (1) |
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228 | (3) |
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Flexural Buckling of Nonslender Members in Elastic and Inelastic Regions |
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228 | (1) |
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229 | (1) |
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229 | (1) |
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Torsional and Flexural-Torsional Buckling of Nonslender Members |
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229 | (2) |
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231 | (1) |
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231 | (1) |
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Slender Compression Members |
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231 | (1) |
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Effective Width of Slender Elements, be |
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231 | (1) |
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Use of the Compression Tables |
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232 | (2) |
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234 | (7) |
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Chapter 11 Flexural Steel Members |
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241 | (16) |
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241 | (1) |
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Nominal Strength of Steel in Flexure |
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241 | (1) |
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Lateral Unsupported Length |
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241 | (2) |
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Fully Plastic Zone with Adequate Lateral Support |
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243 | (1) |
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Inelastic Lateral Torsional Buckling Zone |
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243 | (1) |
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244 | (1) |
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Elastic Lateral Torsional Buckling Zone |
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244 | (1) |
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Noncompact and Slender Beam Sections for Flexure |
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244 | (2) |
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Compact Full Plastic Limit |
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246 | (1) |
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Noncompact Flange Local Buckling |
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246 | (1) |
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Slender Flange Local Buckling |
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246 | (1) |
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Summary of Beam Relations |
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246 | (2) |
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248 | (3) |
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251 | (1) |
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Beam Deflection Limitations |
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252 | (2) |
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254 | (3) |
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Chapter 12 Combined Forces on Steel Members |
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257 | (30) |
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Design Approach to Combined Forces |
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257 | (1) |
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Combination of Tensile and Flexure Forces |
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258 | (1) |
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Combination of Compression and Flexure Forces: The Beam-Column Members |
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259 | (5) |
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259 | (1) |
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260 | (1) |
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261 | (1) |
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Moment Modification Factor, Cm |
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261 | (3) |
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K Values for Braced Frames |
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264 | (1) |
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264 | (4) |
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Magnification Factor for Sway, B2 |
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268 | (1) |
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K Values for Unbraced Frames |
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269 | (1) |
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270 | (4) |
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274 | (3) |
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277 | (1) |
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278 | (9) |
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Chapter 13 Steel Connections |
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287 | (38) |
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Types of Connections and Joints |
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287 | (2) |
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289 | (2) |
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290 | (1) |
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290 | (1) |
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Specifications for Spacing of Bolts and Edge Distance |
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291 | (1) |
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292 | (1) |
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Limit State of Shear Rupture |
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293 | (3) |
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Bearing and Tearout Limit State |
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294 | (2) |
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Slip-Critical Connections |
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296 | (3) |
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299 | (1) |
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Combined Shear and Tensile Forces on Bolts |
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300 | (4) |
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Combined Shear and Tension on Bearing-Type Connections |
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300 | (3) |
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Combined Shear and Tension on Slip-Critical Connections |
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303 | (1) |
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304 | (1) |
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305 | (1) |
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Effective Area of Groove Weld |
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305 | (1) |
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305 | (1) |
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Effective Area of Fillet Weld |
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305 | (1) |
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Minimum Size of Fillet Weld |
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306 | (1) |
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Maximum Size of Fillet Weld |
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306 | (1) |
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306 | (1) |
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306 | (4) |
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306 | (1) |
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PJP Welds and Fillet Welds |
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306 | (4) |
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310 | (1) |
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Shear or Simple Connection for Frames |
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310 | (2) |
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Single-Plate Shear Connection or Shear Tab |
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310 | (1) |
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311 | (1) |
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311 | (1) |
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311 | (1) |
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Single-Plate Shear Connection for Frames |
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312 | (3) |
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Moment-Resisting Connection for Frames |
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315 | (2) |
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317 | (8) |
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Chapter 14 Flexural Reinforced Concrete Members |
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325 | (22) |
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Properties of Reinforced Concrete |
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325 | (1) |
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Compression Strength of Concrete |
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325 | (1) |
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Design Strength of Concrete |
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326 | (1) |
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Strength of Reinforcing Steel |
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327 | (1) |
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Load Resistance Factor Design Basis of Concrete |
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327 | (1) |
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Reinforced Concrete Beams |
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328 | (1) |
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Derivation of the Beam Relations |
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328 | (2) |
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Strain Diagram and Modes of Failure |
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330 | (1) |
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Balanced and Recommended Steel Percentages |
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331 | (1) |
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Minimum Percentage of Steel |
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331 | (1) |
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Strength Reduction Factor for Concrete |
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332 | (1) |
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332 | (2) |
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334 | (1) |
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335 | (4) |
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Design for Reinforcement Only |
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335 | (2) |
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Design of Beam Section and Reinforcement |
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337 | (2) |
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339 | (1) |
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340 | (1) |
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340 | (1) |
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341 | (2) |
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343 | (4) |
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Chapter 15 Doubly and T-Shaped Reinforced Concrete Beams |
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347 | (18) |
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Doubly Reinforced Concrete Beams |
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347 | (2) |
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Analysis of Doubly Reinforced Beams |
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349 | (3) |
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Design of Doubly Reinforced Beams |
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352 | (2) |
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Monolithic Slab and Beam (T-Beams) |
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354 | (1) |
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355 | (2) |
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357 | (3) |
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360 | (5) |
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Chapter 16 Shear and Torsion in Reinforced Concrete |
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365 | (22) |
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Stress Distribution in Beam |
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365 | (2) |
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Diagonal Cracking of Concrete |
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367 | (1) |
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Strength of Web (Shear) Reinforced Beam |
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368 | (1) |
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Shear Contribution of Concrete |
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369 | (1) |
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Shear Contribution of Web Reinforcement |
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369 | (1) |
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Specifications for Web (Shear) Reinforcement |
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370 | (2) |
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Analysis for Shear Capacity |
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372 | (1) |
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Design for Shear Capacity |
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373 | (3) |
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376 | (2) |
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Provision for Torsional Reinforcement |
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378 | (2) |
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380 | (7) |
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Chapter 17 Compression and Combined Forces Reinforced Concrete Members |
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387 | (22) |
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387 | (1) |
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387 | (1) |
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387 | (1) |
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Short Columns with Combined Loads |
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387 | (1) |
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Large or Slender Columns with Combined Loads |
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387 | (1) |
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388 | (1) |
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389 | (1) |
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Specifications for Columns |
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390 | (1) |
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Analysis of Axially Loaded Columns |
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391 | (2) |
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Design of Axially Loaded Columns |
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393 | (3) |
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Short Columns with Combined Loads |
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396 | (1) |
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Effects of Moment on Short Columns |
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397 | (4) |
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Case 1 Only Axial Load Acting |
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397 | (1) |
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Case 2 Large Axial Load and Small Moment (Small Eccentricity) |
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398 | (1) |
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Case 3 Large Axial Load and Moment Larger than Case 2 Section |
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398 | (1) |
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Case 4 Large Axial Load and Moment Larger than Case 3 Section |
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398 | (1) |
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Case 5 Balanced Axial Load and Moment |
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399 | (1) |
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Case 6 Small Axial Load and Large Moment |
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399 | (1) |
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Case 7 No Appreciable Axial Load and Large Moment |
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399 | (2) |
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Characteristics of the Interaction Diagram |
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401 | (1) |
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Application of the Interaction Diagram |
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401 | (1) |
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Analysis of Short Columns for Combined Loading |
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402 | (1) |
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Design of Short Columns for Combined Loading |
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403 | (2) |
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405 | (1) |
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405 | (4) |
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Chapter 18 Pre-Stressed Concrete Structures |
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409 | (28) |
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Pre-Stressing of Concrete |
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409 | (2) |
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409 | (1) |
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409 | (2) |
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Stressing and Anchorage Devices |
|
|
411 | (1) |
|
Pre-Tensioning versus Post-Tensioning |
|
|
411 | (1) |
|
Materials for Pre-Stressed Concrete |
|
|
411 | (4) |
|
|
|
411 | (1) |
|
Allowable Stress in Pre-Stressed Steel |
|
|
412 | (1) |
|
|
|
412 | (1) |
|
|
|
413 | (1) |
|
|
|
413 | (1) |
|
Allowable Stress in Concrete |
|
|
414 | (1) |
|
|
|
415 | (4) |
|
Loss Due to Elastic Shortening (ES) |
|
|
415 | (1) |
|
Loss Due to Shrinkage (SH) of Concrete |
|
|
416 | (1) |
|
Loss Due to Creep (CR) of Concrete |
|
|
417 | (1) |
|
Loss Due to Relaxation (RE) of Steel |
|
|
417 | (1) |
|
Loss Due to Friction (FL) |
|
|
418 | (1) |
|
|
|
419 | (1) |
|
Analysis of Stresses during Pre-Stressing |
|
|
419 | (1) |
|
|
|
419 | (7) |
|
|
|
420 | (1) |
|
|
|
420 | (6) |
|
Ultimate Limit State Design |
|
|
426 | (1) |
|
|
|
426 | (1) |
|
Strains at Different Stages of Loading |
|
|
427 | (1) |
|
|
|
427 | (1) |
|
Stage 2 After Application of External Load |
|
|
427 | (1) |
|
Stresses and Forces after Application of the Load |
|
|
428 | (1) |
|
|
|
429 | (1) |
|
Maximum and Minimum Reinforcement |
|
|
429 | (1) |
|
Ultimate Shear Strength Design |
|
|
430 | (1) |
|
Shear Strength Provided by Concrete |
|
|
431 | (2) |
|
Shear Capacity of Cracked Section (Flexure Induced Shearing) |
|
|
431 | (1) |
|
Shear Capacity of Uncracked Section (Web-Shear Cracking) |
|
|
432 | (1) |
|
Shear Strength Provided by Web Reinforcement |
|
|
433 | (1) |
|
|
|
434 | (3) |
|
Chapter 19 Application of Simulations in Structural Design |
|
|
437 | (10) |
|
|
|
Technical Account Manager |
|
|
|
|
|
|
|
|
437 | (1) |
|
Analyzing a Simple Beam Using Analytical Method |
|
|
438 | (1) |
|
Mathematical Modeling Technique |
|
|
439 | (1) |
|
Mathematical Modeling of Beam with Sign Board |
|
|
440 | (2) |
|
|
|
440 | (2) |
|
|
|
442 | (2) |
|
Solution and Post-Processing |
|
|
442 | (2) |
|
Exploring Model Output for "What If?" |
|
|
444 | (1) |
|
Mathematical Modeling of a Staircase |
|
|
444 | (1) |
|
|
|
445 | (1) |
|
Real-Life Structural Engineering Problems |
|
|
445 | (1) |
|
Accessing ANSYS for Students |
|
|
446 | (1) |
|
|
|
446 | (1) |
| Appendix A General |
|
447 | (6) |
| Appendix B Wood |
|
453 | (62) |
| Appendix C Steel |
|
515 | (52) |
| Appendix D Concrete |
|
567 | (22) |
| Bibliography |
|
589 | (4) |
| Index |
|
593 | |
Lisainfo e-raamatute kohta