Determine the following :1. Vertical reaction of hinge at A in pounds, Av2. Horizontal reaction of hinge at A(lbs), Ah3.Maximum shear value(lbs)4. Maximum moment value (lb-ft) P 400 lbP2= 900 lb1.0 ftABC.4.0 ft- 1.0 ft-Draw your load, shear and moment diagrams complete with labels and degrees of curvesDetermine the following: (write the negative sign, (-) if downward or to the left or counterclockwise unlessotherwise specified)

Answered: Image /qna-images/answer/4e4ef283-5659-478f-bfee-1f924d52cbb0.jpg

Answered: P 400 lb %3D P2= 900 lb 1.0 ft 4.0 ft…

Engineering

Civil Engineering

P 400 lb %3D P2= 900 lb 1.0 ft 4.0 ft 1.0 ft

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

Determine the following : 1. Vertical reaction of hinge at A in pounds, Av 2. Horizontal reaction of hinge at A(lbs), Ah 3.Maximum shear value(lbs) 4. Maximum moment value (lb-ft)

P 400 lb
P2= 900 lb
1.0 ft
A
B
C.
4.0 ft
- 1.0 ft-
Draw your load, shear and moment diagrams complete with labels and degrees of curves
Determine the following: (write the negative sign, (-) if downward or to the left or counterclockwise unless
otherwise specified)

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