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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Similar questions

Please show your solution on a paper with FBD.
determine the reactions at the supports of the beam
Axial force in the member BC of the structure
1. Use the method of joints, determine the force in each member of structure below with free body diagram of each member. First you need find the reactions at A and H the -4 m4m4 m- + 3m 3m 1.75 kN 2 kN 2 kN 1.5 kN F Jare 61-4501 ci 1 kN A -6 m- 0.75 KN G E - 6 m―6 m— 6m 6 m H
wd fbd please
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
"Using the method of joints, determine the force in each member of the truss shown." Be certain to find the reaction 3 4 250#
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
Using the Method of Sections, determine the forces in the members listed in the table below for the truss loaded
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]
Replace the loading system by an equivalent resultant force and specify where the resultant’s line of action intersects the member AB measured from A.

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