r part of itslength, another load for the remainder, and a concentrated load asshown. The total load on the beam is u.d. 12X1,000 = 12,000 u.d. 4X 500= 2,000 concentrated =10,000 Total load = 24,000 # 92 STKKL CONSTRUCTION Moments about /?, arc 12-0 iiiiiiiiiii 10000 6X12,000= 72,00012X10,000 =… … Fig. 85. Simple Beams with Variable Loads 104,000 ft.-lb. = 10,250 # Maximum shear is 13,750$.Zero shear occurs at 10.25 feetfrom Rv Hence this is thepoint of maximum bending mo-ment. The bending moment com-puted on the left is + 10.25 X 10,250 = +105,002- 5.125X10,250=- 52,531 52,531ft.-lb. This…
Building, Iron and steel · Steel, Structural · Theses
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