Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Question
thumb_up100%
Chapter 12, Problem 17P
To determine
Find the approximate axial forces, shears, and moments for the all members of the frames using cantilever method.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
4.75 The structure consists of two identical bars joined by a pin at B. Neglecting
the weights of the bars, find the magnitude of the pin reaction at C.
200 mm
200 mm
25
45°
B
80 kg 45°
Fig. P4.75
please answer asap
I need the answer as soon as possible
Knowledge Booster
Similar questions
- Use the method of sections to find the magnitude and direction of the force in meme we CD of the loaded truss shown below in fig 1.4arrow_forwardEXAMPLE 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_forward2. A cross-section of the beam is shown in Fig. T2, calculate the second moments of area about the centroid. 40 mm 10 mm 10 mm 40 mm Fig. T2arrow_forward
- 2. The vertical force P of magnitude 150 Ib is applied to the frame shown in Fig. (a). Resolve P into components that are parallel to the members AB and AC of the truss. 73° B P 28° (a)arrow_forwardUsing the method of joints, calculate the force in each member of the trusses shown. State whether each member is in tension or compression.arrow_forward9arrow_forward
- 11.103 Members of the truss shown consist of sections of aluminum pipes with the cross-sectional areas indicated. Using E = 70 GPa, deter- mine the vertical deflection of joint D. Members AB, AC, AD, and CE: A = 500 mm²; other members: A = 1000 mm². 40 kN E 1.5 m Co 0.6 m B | A -0.8 m→-0.8 m- Fig. P11.103arrow_forwardUSE THREE MOMENT EQUATION Determine the reactions and draw the shear and bending moment diagrams for the beams shown. 15.7 Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and ; 1/4 in. at C.arrow_forward2 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_forward
- 1-39. Replace the single force in Fig. P 1-39 by a force which acts along line CD and a couple. 2,000 30 FIG. P 1-39arrow_forwardDetermine forces and moment in each member of the frame by performing Portal Method. E 80 kN 8 m A 8 m 5 m FIG. P12.8, P12.16arrow_forwardDetermine the static and kinematic indeterminacy for the following structures.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you