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Determine the moment capacity of the beam shown below. Fc'=4,000 psi, F=60,000 psi Refer to Table A. 13.

Determine the moment capacity of the beam shown below. Fc'=4,000 psi, F=60,000 psi Refer to Table A. 13.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the moment capacity of the beam shown below. Fc'=4,000 psi, F=60,000 psi Refer to Table A. 13.
24 in. 27 in. 4 #9 bars (4.00 in.3). 3 in. 15 in.-
Transcribed Image Text:24 in. 27 in. 4 #9 bars (4.00 in.3). 3 in. 15 in.-
TABLE A.13 1,= 60,000 psi; f̟ = 4000 psi-U.S. Customary Units Table A13 M. M. Pmin for 0.0018 106.3 0.0059 335.5 0.0100 546.9 0.0141 740.4 temp. and 0.0019 112.1 0.0060 340.9 0.0101 551.8 0.0142 744.9 shrinkage 0.0020 117.1 0.0061 346.2 0.0102 556.7 0.0143 749.4 0.0021 123.7 0.0062 351.6 0.0103 561.7 0.0144 753.9 0.0022 129.4 0.0063 356.9 0.0104 566.6 0.0145 758.3 0.0023 135.2 0.0064 362.2 0.0105 571.5 0.0146 762.8 0.0024 141.0 0.0065 367.6 0.0106 576.3 0.0147 767.2 0.0025 146.7 0.0066 372.9 0.0107 581.2 0.0148 771.7 0.0026 152.4 0.0067 378.2 0.0108 586.1 0.0149 776.1 0.0027 158.1 0.0068 383.4 0.0109 590.9 0.0150 780.5 0.0028 163.8 0.0069 388.7 0.0110 595.7 0.0151 784.9 0.0029 169.5 0.0070 394.0 0.0111 600.6 0.0152 789.3 0.0030 175.2 0.0071 399.2 0.0112 605.4 0.0153 793.7 0.0031 180.9 0.0072 404.5 0.0113 610.2 0.0154 798.1 0.0032 186.6 0.0073 409.7 0.0114 615.0 0.0155 802.4 Pmin for 0.0033 192.2 0.0074 414.9 0.0115 619.8 0.0156 806.8 flexure 0.0034 197.9 0.0075 420.1 0.0116 624,5 0.0157 811.1 0.0035 203.5 0.0076 425.3 0.0117 629.3 0.0158 815.4 0.0036 209.1 0.0077 430.5 0.0118 634.1 0.0159 819.7 0.0037 214.7 0.0078 435.7 0.0119 638.8 0.0160 824.1 0.0038 220.3 0.0079 440.9 0.0120 643.5 0.0161 828.3 0.0039 225.9 0.0080 446.0 0.0121 648.2 0.0162 832.6 0.0040 231.5 0.0081 451.2 0.0122 653.0 0.0163 836.9 0.0041 237.1 0.0082 456.3 0.0123 657.7 0.0164 841.2 0.0042 242.6 0.0083 461.4 0.0124 662.3 0.0165 845.4 0.0043 248.2 0.0084 466.5 0.0125 667.0 0.0166 849.7 0.0044 253.7 0.0085 471.6 0.0126 671.7 0.0167 853.9 0.0045 259.2 0.0086 476.7 0.0127 676.3 0.0168 858.1 0.0046 264.8 0.0087 481.8 0.0128 681.0 0.0169 862.3 0.0047 270.3 0.0088 486.9 0.0129 685.6 0.0170 866.5 0.0048 275.8 0.0089 491.9 0.0130 690.3 0.0171 870.7 0.0049 281.2 0.0090 497.0 0.0131 694.9 0.0172 874.9 0.0050 286.7 0.0091 502.0 0.0132 699.5 0.0173 879.1 0.0051 292.2 0.0092 507.1 0.0133 704.1 0.0174 883.2 0.0052 297.6 0.0093 512.1 0.0134 708.6 0.0175 887.4 0.0053 303.1 0.0094 517.1 0.0135 713.2 0.0176 891.5 0.0054 308.5 0.0095 522.1 0.0136 717.8 0.0177 895.6 0.0055 313.9 0.0096 527.1 0.0137 722.3 0.0178 899.7 0.0056 319.3 0.0097 532.0 0.0138 726.9 0.0179 903.9 0.0057 324.7 0.0098 537.0 0.0139 731.4 0.0180 907.9 0.0058 330.1 0.0099 542.0 0.0140 735.9 0.0181 912.0
Transcribed Image Text:TABLE A.13 1,= 60,000 psi; f̟ = 4000 psi-U.S. Customary Units Table A13 M. M. Pmin for 0.0018 106.3 0.0059 335.5 0.0100 546.9 0.0141 740.4 temp. and 0.0019 112.1 0.0060 340.9 0.0101 551.8 0.0142 744.9 shrinkage 0.0020 117.1 0.0061 346.2 0.0102 556.7 0.0143 749.4 0.0021 123.7 0.0062 351.6 0.0103 561.7 0.0144 753.9 0.0022 129.4 0.0063 356.9 0.0104 566.6 0.0145 758.3 0.0023 135.2 0.0064 362.2 0.0105 571.5 0.0146 762.8 0.0024 141.0 0.0065 367.6 0.0106 576.3 0.0147 767.2 0.0025 146.7 0.0066 372.9 0.0107 581.2 0.0148 771.7 0.0026 152.4 0.0067 378.2 0.0108 586.1 0.0149 776.1 0.0027 158.1 0.0068 383.4 0.0109 590.9 0.0150 780.5 0.0028 163.8 0.0069 388.7 0.0110 595.7 0.0151 784.9 0.0029 169.5 0.0070 394.0 0.0111 600.6 0.0152 789.3 0.0030 175.2 0.0071 399.2 0.0112 605.4 0.0153 793.7 0.0031 180.9 0.0072 404.5 0.0113 610.2 0.0154 798.1 0.0032 186.6 0.0073 409.7 0.0114 615.0 0.0155 802.4 Pmin for 0.0033 192.2 0.0074 414.9 0.0115 619.8 0.0156 806.8 flexure 0.0034 197.9 0.0075 420.1 0.0116 624,5 0.0157 811.1 0.0035 203.5 0.0076 425.3 0.0117 629.3 0.0158 815.4 0.0036 209.1 0.0077 430.5 0.0118 634.1 0.0159 819.7 0.0037 214.7 0.0078 435.7 0.0119 638.8 0.0160 824.1 0.0038 220.3 0.0079 440.9 0.0120 643.5 0.0161 828.3 0.0039 225.9 0.0080 446.0 0.0121 648.2 0.0162 832.6 0.0040 231.5 0.0081 451.2 0.0122 653.0 0.0163 836.9 0.0041 237.1 0.0082 456.3 0.0123 657.7 0.0164 841.2 0.0042 242.6 0.0083 461.4 0.0124 662.3 0.0165 845.4 0.0043 248.2 0.0084 466.5 0.0125 667.0 0.0166 849.7 0.0044 253.7 0.0085 471.6 0.0126 671.7 0.0167 853.9 0.0045 259.2 0.0086 476.7 0.0127 676.3 0.0168 858.1 0.0046 264.8 0.0087 481.8 0.0128 681.0 0.0169 862.3 0.0047 270.3 0.0088 486.9 0.0129 685.6 0.0170 866.5 0.0048 275.8 0.0089 491.9 0.0130 690.3 0.0171 870.7 0.0049 281.2 0.0090 497.0 0.0131 694.9 0.0172 874.9 0.0050 286.7 0.0091 502.0 0.0132 699.5 0.0173 879.1 0.0051 292.2 0.0092 507.1 0.0133 704.1 0.0174 883.2 0.0052 297.6 0.0093 512.1 0.0134 708.6 0.0175 887.4 0.0053 303.1 0.0094 517.1 0.0135 713.2 0.0176 891.5 0.0054 308.5 0.0095 522.1 0.0136 717.8 0.0177 895.6 0.0055 313.9 0.0096 527.1 0.0137 722.3 0.0178 899.7 0.0056 319.3 0.0097 532.0 0.0138 726.9 0.0179 903.9 0.0057 324.7 0.0098 537.0 0.0139 731.4 0.0180 907.9 0.0058 330.1 0.0099 542.0 0.0140 735.9 0.0181 912.0
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