10) The beam is subjected to two distributed loads as shown. Let a = 25.0 ft, b = 9.5 ft, WaB = 7.0 kips/ft and wc 8.5 k
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10) The beam is subjected to two distributed loads as shown. Let a = 25.0 ft, b = 9.5 ft, WaB = 7.0 kips/ft and wc 8.5 k
10) The beam is subjected to two distributed loads as shown. Let a = 25.0 ft, b = 9.5 ft, WaB = 7.0 kips/ft and wc 8.5 kips/ft, determine the absolute maximum internal bending moment in the beam. WC WAB X B С a b A. 115.0 kip-ft B. 150.0 kip-ft C. 172.2 kip-ft D. 225.1 kip-ft E. 287.6 kip-ft F. 386.3 kip-ft G. 426.5 kip-ft H. 462.1 kip-ft 1. 500.0 kip-ft J. None of the above.
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