Answered: 30° 4 3 50 k 1.5 k/ft 100 k-ft B 6 ft 6…

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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Determine the reactions at the supports. Draw FBD first. a). CLEARLY SHOW ALL WORK. B F G TH 200 Ib Scale: I unit -5 ft 200 1Ь 200 Ib Reaction at A (x-direction) Reaction at A (y-direction) = _[lb] _[lb] Reaction at E (x-direction) = Reaction at E (y-direction) =, [Ib] fib] b) Determine the ZERO FORCE MEMBERS. Fully justify your answer. Zero force member #1 (if any) = Zero force member #2 (if any) = Zero force member #3 (if any) =. c) Determine the loads in members: AF, AB and BC. Fully justify your answer. Load in member AB =. Load in member AF = Load in member BC =. Ib Ib Ib
Please determine the reactions for the structure shown. Is this a truss or a frame? Why? 5 ft 1 k/ft -4 ft- 10 k -4 ft- 12 k - 4 ft- 3 k/ft B
How would sraw the internal forces in this system
Determine the reactions at the supports. First, determine the equivalent load [kN] as required below and provide the location of each one from A [m]. The distributed load equivalents MUST be ONLY 2. One for the triangular distribution (FR1) and the other for the rectangular distribution (FR2). 6 kN/m Scale: 1 unit = 0.5 m FR1- FR2- Reaction1 (if present – specify [ Reaction2 (if present – specify [ {kN]; Location from A =, {kN]; Location from A = 1), at A = 1), at A = m [kN] [kN] Reaction1 (if present – specify [ Reaction2 (if present – specify [ 1), at B = 1), at B = [kN] [kN]

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