Compute the maximum bending moment of the given beam below. (kN-m) Compute the maximum bending moment of the given beam below. (kN-m)Note: Use two (2) decimal places in the final answer.6 kN/m -5 KN/m4 kN/mFCDE1.0m4.0 m4.0 m2.0 mNext

Maximum Bending moment will be at the point where the shear force value is zero.Consider the below…

Answered: Compute the maximum bending moment of…

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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Which of the following is the nearest value for the force at member CD? a. 4 kN compression b. 6 kN tension c. 6 kN compression d. 4 kN tension
Beam AB has a negligible mass and thickness, and it supports the 200 kg uniform block. It is pinned at A and rests on the top of a post, having a mass of 20 kg and negligible thickness. Determine the two coefficients of static friction at B and C so that when the magnitude of the applied force is increased to P = 300 N, the post slips at both B and C simultaneously. A 1.5 m t-1.5 m- 1 m 0.75 m
The 480-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. y 39 4.3 kN 23 kN-m A B - - C 2.6 kN + 1.2 m 2.0 m 2.0 m Answers: Ox = i kN i kN Mo = i kN-m
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1. Determine the absolute maximum live moment in the beam due to the loading shown 8 KN 3 kN 4 kN B. 3 m 2m 12 m
. Due to a certain horizontal force 'P' on the frame shown below, the moments are as follows MAB=5 kN.m (Anti clockwise) MBA = 10 kN.m (Anti clockwise) McD = 6 kN.m (Anti clockwise) The force 'P' is B om 8 P 5 m A 2 m C 3 m D
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(a) Figure Q2 shows a frame with tie rod at joint B and C. The beam carries a concentratedload 300kN at span BC. Analysis and sketch the shear force and bending-momentdiagram for the entire frame.
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Solve the problem using influence lines. Determine the maximum force (tension or compression) at member IH of a two-side bridge truss due to a series of concentrated load shown. Assume the loads can travel in either direction along the center of the deck, so that half its load is transferred to each of the two trusses Given: T= 2.16 U= 8.64 V= 13.5 W= 8.1 X= 10.8 Y= 5.4
A rod has a radius of 4m. Determine the smallest force F that must be applied along the rope in order to cause the curved rod to fail at the support A. This requires a moment of M=1400 N?m to be developed at A. 6 m B 45° 4 m F A 4 m 6 m
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Compute the maximum bending moment of the given beam below. (kN-m) Note: Use two (2) decimal places in the final answer. 6 kN/m 5 KN/m- 4 kN/m F B DN E 10 m. 4.0 m 2.0 m 4.0 m