D. 30 kips 1.51 12' 16 16 P11.27

Q: P8.1. For the truss in Figure P8.1, compute the horizontal and vertical components of displacement…

A: Draw free body diagram of truss The joint C in the truss is considered for analysis by using the…

Q: Determine the member end moments and reactions for the frame shown. B 1.5 k/ft 20 ft C El constant…

A: Given data : Indeterminate beam with fixed and roller support at A and B  Find : Reactions and…

Q: What moments are created in the frame in Figure P11.26 by a temperature change of +80°F in girder…

A: Given- Temperature Change∆T=+80°FCoefficient of Thermal stressαt=6.6×10-6in/in/°FModulus of…

Q: P11.25. Due to a construction error, the support at D has been constructed 0.6 in. to the left of…

A: EI=29,000(240)=69,60,000 kips.in2EI=48,333.33 kips.ft2δD(left)=0.6"=0.05 ft

Q: emperature when this system was assembled was 74F, what would be the stress in a temperature of 4OF?…

A: According to given data  The assembly below will be used for each problem Lengths, diameters, and…

Q: P11.27. Determine the reactions and the moments in- duced in the members of the frame in Figure…

A:

Q: Analyze the beam in Figure P11.21 by the mo- ment distribution method. Determine all reactions and…

A: Solution :

Q: P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not…

A: Compute all reactions of the given beam  when,  a.) there are no settlements  b.) the support at C…

Q: P9.40. Determine the reactions at supports A and E in Figure P9.40. Area of bar EC = 3 in.², IAD = =…

A: Given:- Area of bar EC = 3 in.2IAD = 400 in.4AAD = 8 in.2E = 30,000 kips/in.2 To find:- Reactions at…

Q: For the truss in Figure P8.12, compute the vertical displacement at joint G. The area of all bars =…

A: Solution:  Draw the free body Diagram of the truss Calculate the reaction of the truss Consider the…

Q: Analyze the frame in Figure P11.11 by mo- ment distribution. Determine all reactions and draw the…

A: Solution Given data EI is constant.

Q: The truss structure in Figure P8.82 represents part of a bridge. Assume that the structural…

A:

Q: a) Calculate the reactions; b) draw the shear and moment diagrams for the beam in Figure. EI is…

A: The given fixed beam is shown in the above figure. The load is given symmetrically. We have to find…

Q: Analyze the frame in Figure P10.29. Compute reactions. Use IBC = 200 in. and IAB = ICD = 150 in..…

A: In above question,A frame is given and it has been asked in the question to analyse the frame and…

Q: Analyze the beam in Figure P11.22. In addition to the 16-kip load, support A also rotates clockwise…

A: Consider the free body diagram;

Q: 2. A load P is supported by two steel springs arranged in series as shown. The upper spring has 20…

A:

Q: P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not…

A: Compute all reactions of the given beam when, a.) there are no settlements b.) the support at C…

Q: Compute the reactions and draw the shear and moment curves for the beam in Figure P9.3. EI is…

A: Solution Assume the support C as redundant with a unit vertical load acting downward

Q: P11.21. Analyze the beam in Figure P11.21 by the moment distribution method. Determine all reactions…

A:

Q: Compute the reactions, draw the shear and moment curves, and locate the point of maximum deflection…

A: (Note: Since you have posted a question with multiple sub-parts, we will solve first three sub-parts…

Q: P9.12. Compute the reactions and draw the shear and moment diagrams for the beam in Figure P9.12. E…

A: Given :Required :Support reactions, shear force and bending moment diagram

Q: The beam in Figure P13.7 is indeterminate to the second degree. Assume the location of the minimum…

A: Solution: Draw the free body diagram of beam: Assume the point of inflexion at a distance of 0.25L…

Q: P11.23. If support A in Figure P11.23 is constructed 0.48 in. too low and the support at C is…

A: The given figure is shown below:

Q: Analyze the frame in Figure P11.17 by mo- ment distribution. Determine all reactions and draw the…

A: Solution: The structure is shown in the figure. As the structure is symmetric, evaluate the half…

Q: Determine all reactions and draw the shear and moment curves for the beam in Figure P9.16. EI is…

A: Shear force: The algebraic sum of all the vertical forces acting on the beam is known as Shear…

Q: Analyze by moment distribution. Modify stiffness as discussed in Section 11.5. E is con- stant. Draw…

A: Given data: Taking EI as constant.

Q: For the beam in Figure P9.2, compute the reac- tions, draw the shear and moment curves, and compute…

A: the FBD for this beam

Q: Determine the reactions at supports A and E in Figure P9.48. Area of bar EC = 3 in.2 , IAD = 400…

A: Given:- Area of bar EC = 3 in.2IAD = 400 in.4AAD = 8 in.2E = 30,000 kips/in.2 To find:- Reactions at…

Q: depth of 600mm and total depth of 650mm. It is reinforced with 4-32mm diameter bars for tension. fc'…

A: Width of the reinforced concrete beam (b): 300 mmEffective depth of the beam (d): 600…