#1 Consider the compound beam shown. Suppose that P₁= 1000 N, P₂ = 1600 N, w = 600 N/m and point E is just to the left of the 1000-N force. A (a) Determine the internal loads at E. [NE = 960 N, VE = 1430 N, ME = -427 N.m] (b) Determine the internal loads at F. [NF = 0 N, VF = -1750 N, MF = -1960 N·m] E W B C 11 -1.5 m-1 m2m1m1.5 m 1.5 m . F D

#1 Consider the compound beam shown. Suppose that P₁= 1000 N, P₂ = 1600 N, w = 600 N/m and point E is just to the left of the 1000-N force. A (a) Determine the internal loads at E. [NE = 960 N, VE = 1430 N, ME = -427 N.m] (b) Determine the internal loads at F. [NF = 0 N, VF = -1750 N, MF = -1960 N·m] E W B C 11 -1.5 m-1 m2m1m1.5 m 1.5 m . F D

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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