Answered: D E w= 1 kip/ft w = 1 kip/ft 12' B C F…

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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For the beams and loading shown below. a) Draw the shear and moment diagrams b) Determine the maximum absolute values of the bending moment You MUST draw the free body diagram and solve for reaction forces and moment, as necessary. You MUST show the equations that the shear and moment diagrams are based on. A P B L P C P a Р b
Draw shear force and bending moment diagram of the following figure. Roller support is at Point A and pin support is at Point E. W1 = 60KN W2 = 120KN
Draw the bending moment diagrams of the following two cases a) JIN f Fixed end L3 L2 L₁ 2 P₂ P₁
Determine the moment of the vertical reaction at point A (A,) rotating about the location (XR) of the equivalent resultant force of the forces acting on the beam shown in Figure 3.1f, i.e. A, X XR. Given /= 1.8, P1 = 30, P2 = 20 and w = 10. (Note: Negative "." for clockwise moment.) [Hint: Find the equivalent resultant force and its location (xR) with respect to point A. Apply correct equation of equilibrium to solve Ay. ] P, kN W kN/m P, kN 21 m 21 m Figure 3.1f
In the frame here. Calculate the reaction forces D₂, Dy and also the forces and moment in point C of the frame. Hint: the trapezoidal force is made of a uniform 300 lb/f plus a triangular force from 0 to 300. 10' 300 4' 600 B b/fr 9'
Problem-8: Find the internal force diagrams (shear and moment) by equilibrium. w=12lbfln a=30in b=15in Must draw diagram
a- Calculate the reactions of the following beam, and draw the shear and moment diagrams. b- A is a fixed support, B is a joint, and C is a roller.
Consider the following given portal frame: B 5m 10 m If the rotational displacements of joint B and C is EI radian, then the final end moment at B in BC (i.e. MBC) is
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Draw the shear-force and bending-moment diagram for the beam shown. Assume the upward reaction provided by the ground to be uniformly distributed. Let a = 3.3 ft, b = 3.2 ft, P = 20 kips, and w = 3.0 kips/ft. Label all significant points on each diagram. Determine the maximum value of (a) the internal shear force and (b) the internal bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. P A C D E Answer: (a) Vmax= (b) Mmax= a B b lb b lb-ft a

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D E w= 1 kip/ft w = 1 kip/ft 12' B C F G 12' 6' 20 6'- H