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2. For THE BEAM W/ LOADING Sttown: 2001b/F IKIP 2 KIP +FT X-SELT A B: IC D E JE F 2'. - 3 13'
2. For THE BEAM W/ LOADING Sttown: 2001b/F IKIP 2 KIP +FT X-SELT A B: IC D E JE F 2'. - 3 13' 24-3 - 2" 6" AJ DRAW 1] DETERMINE SHEAR- MOMENT. DIAGRAMS. v(x) + m(x) From 2' TO 5' CJ INDICATE VMAX M MAX AND THEIR LOCATIONS. D] CALCULATE JALAX DUE TO BENDING IN THE 06AM
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Engineering Mechanics Statics
Authors: Russell C. Hibbeler
11 Edition
9780132215091, 132215004, 132215098, 978-0132215008
