Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Question
Chapter D, Problem 9P
To determine
Calculate the reactions for the given beam.
Sketch the shear and bending moment diagrams for the given beam.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
Determine the reactions for the nonprismatic beam shown in Fig. 16.16(a) by using the moment-distribution method
The uniform beam AB shown in Fig. Q2 below is on equilibrium state with a
fixed support at A. The beam's weight is 200 lb. Determine the reactions at A.
80 lb/ft
Fixed
12 ft
B
Fig. Q2
6 Beam Deflections
280
696. In Fig. P-696, determine the value of P for which the
Ans. P = 400 N
deflection under P will be zero.
P
800 N/m
3 m
1.5 m
R₁
R2
Figure P-696.
697. Two identical cantilever beams in contact at their ends
support a distributed load over one of them as shown in Fig. P-69%
Determine the restraining moment at each wall.
- 3wL2/16; Mg = = 5wL²/16
Ans. MA
w N/m
B
L
L
Figure P-697.
698. The beam in Fig. P-698 is supported at the left end by
spring which has a spring constant of 60 kN/m. For the beam, E-M
x 10 N/m² and I = 60 x 10 mm. Compute the deflection of the
Ans. 8 = 13.6m
spring.
4 m
800 N/m
(
t
T
ir
b
Knowledge Booster
Similar questions
- Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and 14 in. at C. FIG. P15.4, P15.7arrow_forwardBeam AD is supported by a rollers at B and C that are equidistant form the ends, as shown in Fig. P 1.4-14. The beam supports a uniformly distributed downward load of intensity wo (force per unit length) along its entire length. (a) Determine an expression for the location a of the two supports that will minimize the maximum bending moment Mmax in the beam. (b) Also determine an expression for the value of Mmax.arrow_forward4. Determine the reaction at support A for the cantilever beam as shown in Figure 4. If the couple moment at point B is moved to point C, would it affects the reaction at Point A? D. 12kN A OkNm, 10KN 60° 4m Fig. 4arrow_forward
- 2 Find the support reactions in the beam ABC shown in Fig. P.15.2 using the principle of virtual work. Ans. RA=(W+2wL)/4, Rc=(3W+2wL)/4.arrow_forwardThe beam is built in at both ends and loaded by a distributed load which has the constant intensity w at the first two thirds of the beam length and linearly decreases from w to zero over the remaining part of the beam length (Fig. 1). Find the equation for the w value at the onset of the plastic collapse in terms of the beam cross-sectio fully plastic moment, Mp, and I. W 2/ Fig. 1arrow_forwardDetermine the horizontal and vertical components of reaction at the pins A, B, of the two-member frame shown in Fig. 3 3 kN\ m 10kN 3. 2 m 1m 1m 1.5 m 2 m Figure 3arrow_forward
- Find the support reactions A and B at static equilibrium for the loaded beam showing below in fig 4.1arrow_forwardFor the frame and loadings shown P=270 KN, and F=540 240 mm 240 mm A В 160 mm F 240 mm D magnitude of horizontal reaction at E magnitude of vertical reaction at A magnitude of vertical reaction at E magnitude of vertical reaction at C magnitude of horizontal reaction at Carrow_forward316. Determine the values of the angles a and 0 so that the forces shown in Fig. P-316 will be in equilibrium.arrow_forward
- EXAMPLE 3.3 Determine the force in each member of the scissors truss shown in Fig. 3-2la. State whether the members are in tension or compression. The reactions at the supports are given. 700 N 800 N SOLUTION A, 566 N 60 60 The truss will be analyzed in the following sequence: 30° 30 Joint E, Fig. 3-21b. Note that simultaneous solution of equations is avoided by the x, y axes orientation. 3m 3 m E,-764 N A, 502 N (a)arrow_forwardProblem 1: The figure shown is a beam subjected to varying loadings and a point load. a) Determine the magnitude and direction of the single equivalent force to the forcina svstem shown. Specify its location on the beam from point B. b) Calculate for the support reactions at A and B. Fig. 19kN 4kN/m 7.7 kN/m A -5 m- 6.8 m 2.8knarrow_forwardSolve for the reactions of the beam for the loading shown and support settlements of 10mm at 1, 65mm at 2, 40mm at 3, and 25mm at 4.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you