The beam supports the triangular distributed load shown below with wmax = 820 lb/ft. The reactions at A and B are vertical. IB E 6 ft 6 ft 6 ft 4.5 ft 4.5 ft Part A Determine the resultant internal loadings on the cross section at point C. Express your answers, separated by commas, to three significant figures. vec Ne = Vc =, Mc = kip, kip, kip-ft
The beam supports the triangular distributed load shown below with wmax = 820 lb/ft. The reactions at A and B are vertical. IB E 6 ft 6 ft 6 ft 4.5 ft 4.5 ft Part A Determine the resultant internal loadings on the cross section at point C. Express your answers, separated by commas, to three significant figures. vec Ne = Vc =, Mc = kip, kip, kip-ft
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.12.12P: A flying but tress transmit s a load P = 25 kN, acting at an angle of 60º to the horizontal, to the...
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