Answered: 12 kN/m 2.4 kN iC 000 -1.6 m -1.6 m…

Engineering

Civil Engineering

12 kN/m 2.4 kN iC 000 -1.6 m -1.6 m -1.6 m- RA= 13.2 kN Rp=8.4 kN

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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Question

Solve for the max shear val (kN), maximum positive and negative moment (kN-m), location of point of zero shear from A (m) & location of of the point of inflection (zero moment) from a in (m)

12 kN/m
2.4 kN
iC
-1.6 m
-1.6 m
-1.6 m-
RA= 13.2 kN
Rg=8.4 kN

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