For the beams shown in Figure 3.5, draw the shear diagrams and note all critical valuesfor shear. Note particularly the maximum value for shear and the point at which the shearpasses through zero.[8.9 kN][4.45 kN]2000 Ib3'1000 Ib6'6'3'[1.8m][0.9m)[1.8 m] 0.9m]|100 ib/ft [1.46 kN/m]300 Ib/tt 4.38 kN/m]R2(f)

UDL of 1.46kN/m for 1.8m Another UDL of 4.38kN/m for 3.6m Point loads of 8.9 kN and 4.45 kN. To…

Answered: For the beams shown in Figure 3.5, draw…

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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per the attached figure: the beam is to be cut longitudinally along both sides as shown. if it is made from a material having an allowable shear stress of Tallow = 80 MPa, dteremine the maximum allowable shear force V that can be applied before and after the cut is made.
Construct the shear -force diagram and identify the largest negative shear force. Assume a = 3.1 ft, b = 6.2 ft, c= 12.4 ft, W= 1200 1b/ft. and Pa 1200 1b,
The beam is to be cut longitudinally along both sides as shown. If it is made from a material having an allowable shear stress of tallow = 75 MPa, determine the maximum allowable shear force V that can be applied before and after the cut is made.
For the beam shown in figure below, draw the shear and moment diagrams: 1- Due to applied loads (without support settlement). 2- Due to support settlement of 60 mm downward at support B (without loads). Take the stiffness El as 12000 kN.m?. 50 kN SKN/m
The dimensions from the top and bottom of the shape to the centroidal axis are shown. Assume LAB = 3m, LBC = 1 m, wAB = 19 kN/m, wBC = 11 kN/m, PC = 9 kN. C. Plot the shear-force and bending-moment diagrams for the beam.
The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, R
Need answer asap!! Determine the shear force V in the beam at a point located 1.15 m to the right of point B. Ay = 65.60 kN Cy = 58.40 kN
Use the graphical method to construct the shear-force diagram and identify the magnitude of the largest shear force (consider both positive and negative). The ground reactions are provided.P = 53 kNw = 13 kN/mL = 4 mAy = 44.00 kNDy = 61.00 kN
Determine shear force and bending moment diagrams for the system shown.
What will be the value of the shear force at the fixed end A, at free end B and at point C for the bearn shown below?
Two rods and one cable are attached to the supports at O. If two of the forces are as shown, determine the magnitude F and direction θ of the third force so that the resultant of the three forces is vertically downward with a magnitude of 1090 lb.
Model shear and bending for the compound beam system. Also determine the axial and shear forces and bendingmoment at point ?, located 12.5 ft from the fixed end at ?. Must show shear and bending models in columnar fashion, and the point G results.

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