Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the load P such that all the members in the three-hinged arch in the figure are in pure compression. What is the value of yı?
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- 1. A rectangular beam has uniformly distributed dead and live loads along its full length as shown below. The dead load includes the self-weight of the beam. Use fe' = 4500 psi and fyr = 40,000 psi for all the parts below. The effective depth of the tension reinforcement is 21.5 inch. 8 ft D = 2.0 kips/ft L = 1.5 kips/ft 8 ft C FL 6 ft I T 21.5" Section at B (a) Draw the shear diagram of the beam under the combined load = 1.2D+1.6L; (b) In the elevation view of the beam, show the direction of the shear crack at the mid-height of the cross section on the right side of the support C; (c) Use ACI318-19 provisions to identify the regions of the beam where NO shear reinforcement is required. Show the region on your shear diagram in (a); (d) Use ACI318-19 provisions to identify the regions of the beam where only minimum shear reinforcement is required. Show the region on your shear diagram in (a); (e) Design the shear reinforcement for the section at the location with a distance = 2.5 ft. to…arrow_forwardFind the forces in all the members of the truss shown and determine whether they are in tension or compression. Make a summary and draw a FINAL FBD. P₁= 14.9 kN, P₂= 20.98 kN and P3= 19.8 kN Members Forces AB AF BF BG BC CG CD GD GF FE Tension/ Compression 4.89m 1.80m P1 F 2.49 m B P2 G 1.9 m P3 ·Darrow_forwardShow free body diagram and handwritten solutions. Please make sure correct answerarrow_forward
- A) using method of joints determine the force in members ED, EC , EF state If in compression or tension b) using the method of sections determine the force in members FE, FC, and BC state IF in compression or tensionarrow_forwardg. What is the moment of inertia (I) about the neutral axis of the section? (in in^4) h. What is the first moment of an area (Q) about the neutral axis of the section? (in in^3) i. What is the maximum shearing stress (fv) of the beam? (in psi) j. What is the maximum flexural stress (fb) of the beam? (in psi)arrow_forwardshow complete solutions and original work please don't copy from other sitesarrow_forward
- Determine the force in member CG. The force is positive if in tension, negative if in compression. Assume F1 = 12 kips, F2 = 9 kips, F3 = 12 kips. %3D н 10° G 10' F 10' E 10' A B F, F, F, Answer: CG = i kips %3Darrow_forwardHand written pleasearrow_forwardA 62.6-kN vertical load P is applied at the corner of the square cross section of the steel compression member AB, which is free at its top A and fixed at its base B. Knowing that for the grade of steel used oy=345 MPa and E= 200 GPa, and using the allowable-stress method, determine the smallest allowable dimension d. B D 1.5 m The smallest allowable dimension dis mm.arrow_forward
- Given this symmetrical truss, use the method of sections to complete the following Note: On your FBD draw all internal forces in the positive direction (tension). P Ib P lb P lb P Ib P Ib 3' Plb P Ib 1' В M 3' G A 3' L 3' K 3' 3' 3' H 31 P lb P lb P Ib COLLAPSE IMAGES P = 249 lbarrow_forwardI need help on this question: a) Find strain energy for truss AC. The answer should be in J to 2 decimal places. (positive value indicates tension, negative value compression) b) Find strain energy for truss AB. The answer should be in J to 2 decimal places. (positive value indicates tension, negative value compression) c) Find Strain energy for truss BC. The answer should be in J to 2 decimal places. (positive value indicates tension, negative value compression)arrow_forward- If the allowable bending stress of the posts is 8MPa, what will be the required dimension of the post for bending? - if the allowable shear stress of the posts is 0.85Mpa what will be the required dimension of the post for shear? PLEASE PROVIDE COMPLETE SOLUTION THANKSarrow_forward
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