How do you figure out that 125 inches of stirrups are needed?
Step 3 of 8 Draw the shear diagram of the beam Stirrups needed 125 in 05,600 lb _90,200 lb 27,891...
ZOOM+ Draw shear force diagram [V/6) of the beam shown below Choose No. 3 stirrups and calculate the ACI code-cmplying spacings. 4500 psi; fyt 40 ksi. D = 1.8 kips/ft L 1.4 kips/ft 17.5 14 25 ft Draw shear force diagram 〔V ofthe beam shown below Choose No. 3 stirrups and calculate the ACI code-cmplying spacings. 4000 psi ; fyt-40 ksi. D 1.5 kips/ft L1.8 kips/ft 17.5 22 ft 20 20
For the following diagram, draw the shear and bending-moment diagrams for the beam. The 50 lb/in load extends 12 inches from point A. 50 lb/in B С D E 450 lb 12 in. -10 in. 6 in. '4 in. -32 in.-
(40 pts) The simply supported beam shown in the figure below is being designed for shear. #3 stirrups (Grade 40) are to be used. 2. Wu = 4 kips/ft (includes self weight) wDL-1 kips/ft, wu 1.75 kips/ft h= 18" d = 15" L=20ft- fe-4000 psi Yoon- 150 lbf/t E-29,000 ksi fy60 ksi 2 IS Draw the factored shear envelope for Vu c. d. Determine the resistance to shear provided by the concrete. Are there any regions where no shear stirrups...
For the below beam draw the shear and momen diagram. On work submitted to the ELC show a free body of the beam with all of its loads as well as the shear and moment diagrams. Label all points. Use the sign convention used in class. Assume that the cross- section of the beam is made out of a material with an allowable stress of 24 ksi. The cross-section is b inches wide and d inches tall. The b dimension...
Problem 7 (10 pts) For the beam shown below, design stirrups based on the shear force at the critical section for shear design and find the region where stirrups are NOT needed according to ACI code. [Do not need to add selfweight] 36 D 1.4 kips/ft L-1.5 kips/ft 17 14 25 ft 12
For the below beam draw the shear and moment diagram. On work submitted to the ELC show a free body of the beam with all of its loads as well as the shear and moment diagrams. Label all points. Use the sign convention used in class. Assume that the cross-section of the beam is made out of a material with an allowable stress of 24 ksi. The cross-section is b inches wide and d inches tall. The b dimension is...
Part D - Draw the Shear Diagram Draw the shear diagram for this beam. Begin by placing the lines of discontinuity. Place the appropriate function between the lines of discontinuity, ensuring the endpoints have the correct values. Draw the Shear Diagram Draw the shear diagram for this beam. Begin by placing the lines of discontinuity. Place the appropriate function between the lines of discontinuity, ensuring the endpoints have the correct values.
Draw shear and moment diagrams for the beam. Thanks for the help. 600 lb 200 lb/ft A B D C 3 ft -3 ft 6 ft
23. For the concrete cantilever beam shown below (L=8 ft), draw the proper location and details for the flexural reinforcement of area, As, on the elevation (including connection at support) and cross section. Assume that 3 #8's are used for flexural reinforcement with 2-leg #4 stirrups for shear (spaced at 6 in on center) and 1.5-in cover (over the stirrups). [2 PT] Concentrated load height, h-16 in width, b-12 in; f' 5000 psi Support Elevation Cross Section 24. [9 PT]...
23. For the concrete cantilever beam shown below (L=8 ft), draw the proper location and details for the flexural reinforcement of area, As, on the elevation (including connection at support) and cross section. Assume that 3 #8's are used for flexural reinforcement with 2-leg #4 stirrups for shear (spaced at 6 in on center) and 1.5-in cover (over the stirrups). [2 PT] Concentrated load height, h-16 in width, b-12 in; f' 5000 psi Support Elevation Cross Section 24. [9 PT]...