Compute the maximum bending moment ofthe given beam below. (kN-m)Note: Use two (2) decimal places in thefinal answer.6 kN/m -5 KN/m-4 kN/mAFBE1.0 m4.0 m4.0 m2.0 m

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Answered: Compute the maximum bending moment of…

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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STRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS/FBD LEGIBLY. NO LONG EXPLANATION NEEDED. DRAW IT CAREFULLY.
NEED ASAP. SOLVE CORRECTLY AND PROVIDE DETAILED SOLUTIONS. ALSO PROVIDE THE FBD PLEASE
HANDWRITTEN THEN BOX THE FINAL ANSWERS PLEASE PVALUE = 211 kN
A rope ABCD is looped over two pipes as shown. Knowing that the coefficient of static friction is 0.25, determine the smallest value of the mass m in kg for which equilibrium is possible. the corresponding tension in portion BC of the rope. 25 C 50 kg
A simply supported beam, 6m in length, has an initial deflection of 0.50mm at midspan due to its own weight. The said beam is then use to carry the loads as shown. If E=24,870MPa and 1=5400x106mm, determine the following: (Use Area-Moment Method) 1. Weight of the beam in kN/m 2. Maximum Deflection 8kN 5kN 10KN/m 6m
Problem What is the diameter of the steel wire AB if its elongation is 2.10 mm? Consider bar AB to be rigid. Use E = 200 GPa for steel. See figure for details. 50° 3 kN/m A 3.00 m
For the beam shown, calculate the beam slope at D. Assume that a = 4.5 ft, b = 6.8 ft, c = 9.0 ft, w = 1050 lb/ft, P = 2400 lb, and El = 563000 kip-in.². A Answer: = OD= i a W B b rad P C C D
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
Use the ultimate design method to estimate the maximum live load the beam shown in the figure below can carry. The length of the beam: 3 m, cross-section of the beam 0.6 m * 0.6 m, reinforced with 7020 mm, the effective depth = 550 mm, f'c = 24 MPa, fy = 440 MPa, Neglect the weight of the beam, consider Ø = 0.9. The maximum moment at the face of the support =(WL)/2 %3D on W 3.0 m Maximum size for new files: 150MB, maximum attachments: 3
The hoisting arrangement for lifting a large pipe is shown in the figure SD-05Q002. The spreader is a steel tubular section with outer diameter 75 mm and inner diameter 60 mm. Its length is 2.5 m and its modulus of elasticity is 200 GPa. What is the maximum weight of pipe, in kN, that can be lifted based on the following conditions? (Assume pinned conditions at the ends of the spreader.) Use: V = 3 H = 4 Problem 7 Based upon a factor of safety of 2.0 with respect to Euler buckling of the spreader. a. 205 b. 434 c. 355 d. 217 Problem 8 Based upon the allowable stress design if Fy = 248 MPa. a. 205 b. 434 c. 355 d. 217 Problem 9 Based upon the critical stress. a. 205 b. 434 c. 355 d. 217
Use Use x = 137 y = 37 a = 6 b = 8 c = 1 answer number 20 and 21 only
PLEASE ANSWER ASAP AND REFER TO THE GIVEN VALUES BELOW. Use Slope-Deflection Melhod to solve for the moment at beam BC. Mec in kN-m on the 250 mm x350 mm beam shown in the figure below. Assume E = 80 GPa and use a = 2.0 m, b = 3.4 m. c = 41 kN and d = 46 kN/m

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Compute the maximum bending moment of the given beam below. (kN-m) Note: Use two (2) decimal places in the final answer. 6 kN/m- 5 KN/m 4 kN/m A D E 1.0 m 4.0 m 4.0 m 2.0 m