Answered: A x 1 kN/m 3 kN B 4 m 4 m 2 m 2 m

Engineering

Civil Engineering

A x 1 kN/m 3 kN B 4 m 4 m 2 m 2 m

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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PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the FORCE METHOD to: ALLI a. Find all reactions (clearly show the value and direction of each reaction at each support) b. Draw the Shear (V) and Moment (M) diagrams (clearly show the peak values, signs, and location) 4 kip/ft A 8 ft B
P = 36 kips 9' B de 2) Assuming that no load acts, compute the reactions and draw the shear and moment curves for the beam in the figure above, if support A settles 0.5" and support C settles 0.75". Assume E = 29,000 ksi and I = 150 in. Label all critical points on the diagrams. Draw the deflected shape also. 6'
! Construct the shear-force and bending moment ; For the frame shown below, determine the diagrams and sketch the elastic curve for the beam loaded as shown below. Also determine the shear force and bending moment at point X, 4 m from A. degree of indeterminacy and compute the reactions at D. El=constant. 33 KN/m 36 KN/m 24 KN/m | 20 KN B 5 m 6 m 2 m 40 KN D IA 6 m 4 m 2 m 2 m ) Assuming that beams are framed into girders in simple supports as well as the girders are framed into columns with pin connections, determine the maximum moment and the maximum deflection in an interior girder. Consider load pattern. F.. 5) For the truss shown below, determine the bar force of AB and AD. Also indicate if these forces are tension or compression. The live load is 2.40 KPa 30 KN В 3 m C 3 m 6 m 6 m and the dead load consists D 3 m only of the weight of beams and girders that 3 m No joint 3m are 1 KN/m and 1.4 KN/m, 3 m respectively. The girders I3 m are made of wide flanges with depth 400 mm and 2…
1. Calculate the reactions at the support using area - moment method, the slope at the simple support/s,. Use E = 200 GPa and I = 150 x 10 mm4. Draw the shear and moment diagrams. 40 KN 35 kN/m A B 30 kN/m 3m 2m 3m