Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 12, Problem 9P
To determine
Find the approximate axial forces, shears, and moments for all members of the frame using portal method.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
I need the answer as soon as possible
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 1.4
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
Chapter 12 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Knowledge Booster
Similar questions
- please answer asaparrow_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_forwardi need the answer quicklyarrow_forward
- 9arrow_forward5. For frame presented in Fig. 5, the distances are in meters, calculate the reactions at the two supports under the applied load. 450 1 kN/m 3 TT mmmmm 424 Fig. 5 6 kN 2 +-+-+-arrow_forward3. The truss shown in Fig. 3 is supported on rollers at E and a hinge at F. Solve for the components Ev, Fv, and Fh of the reactions at these supports.arrow_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_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_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_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_forward3.5 through 3.13 Determine the reactions at the supports for the beam shown. 30 kN/m A FIG. P3.5 10 marrow_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