Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A Mansard roof truss is loaded as shown. Determine the force in members DF in kN. P = 6.6 kN and x = 4.3 m. Write numerical value only in 2 decimal places
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- A Howe scissors roof truss is loaded as shown. Determine the forces in members GI, HI, and HJ. F1 =2kN h = 1.5marrow_forward1.5 m L E 2 t t T t A -2 m 3 kN D B 2 m Determine the force in each of the truss members using method of joints. Draw all pertinent free-body diagrams and indicate tension or compression for the internal forces. Identify any zero-force members.< C I=arrow_forwardThe beam shown here is made of wood with an allowable shear stress of τall = 1100 psi. If PB = 5 kips, determine the maximum allowable force PC that can be applied on the structure before the beam fails in shear.[LAB= 2 ft, LBC= 2 ft, LCD= 1.5 ft, b = 1.25 in., h = 7 in.] Determine the maximum value of the first moment of area (Q) for the beam. (in^3) Determine the maximum allowable force at C (PC) that can be applied on the structure before it fails in shear. (kips)arrow_forward
- Calculate the forces in members BE and BD of the loaded truss. The forces are positive if in tension, negative if in compression. Assume F = 7.5 kN, a = 2.5m, b = 3 m, c = 2 m, and d = 2 m. A F Answers: BE= BD = a i i B b E a b O KN KNarrow_forwardRequired information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the given structure with P= 952 lb. Во 12 ft The force in member AB is The force in mémber BC is P Using the method of joints, determine the force in each member of the truss shown. State whether each member is in tension (7) or compression (C). The force in member AC is 3.75 ft 9 ft lb (Click to select) ✓ lb (Click to select) V lb (Click to select) ✓arrow_forwardProblem 2: Determine the force in ALL the members of the truss. State if the members are in tension or compression. Show all your work to receive full credit. (Hint: It is not needed to find the reaction forces at C and E if you use the Method of Joints). Note: P1= 1000 lb and P: = 500 lb B C30 45 999 4 ft E 550 D. -4 ft- - 4 ft- 999 299arrow_forward
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