Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 7. Determine the horizontal shearing stress at 95 mm above the Neutral Axis. 8. Determine the spacing of the bolts.arrow_forwardQuestion 2 Using the Method of Sections find the force in member JK. 15 kips 20 kips 20 kips 10 kips C D Ligh K H A B J 6 bays @ 15'-0" = 90'-0" Upload Choose a File M G N 12'-0"arrow_forwardIf the allowable bearing stress in the bolt is 18.855 ksi. what is the minimumrequired diameter of the bolt at B? b= .75” h= 7.874” Distances are in feet.arrow_forward
- Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 inarrow_forwardPlease answer with complete details. Thank you. L = 18 N = 219 M = 311.9arrow_forwardA beam is composed of the following cross-section and carries a maximum shear of 4000lb. Find the force in all four nails assuming a spacing of 1.5”. Show all process steps pleasearrow_forward
- In a slab-floor system with the total depth of 22 in., the flange effective width was determined to be 40 in. The beams have a web width of 14 in. and the slab thickness is 3 in. Design the reinforcement for a typical interior beam if the factored applied moment, Mu is 9500 k-in. f’c = 6ksi and fy = 80 ksi. Draw the detailing.arrow_forwardround off final answer to 4 decimal placesarrow_forwardPlease upload with complete drawing and solution. If u can pls add some explanation,thankyou!arrow_forward
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