A draw the shear force and bending moment diagrams 4 ft B 12 kips 48 kip • ft 4 ft 4 ft D -X
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A: Given: Pu = 1150 kN ex = 0.4 m ey = 0.2 m fy = 414 MPa fc = 28 MPa
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Q: Design a rectangular tied column subjected to: P₁ =1150 kN with e,-0.4 m and e,-0.2 m Take fy=414…
A: Rectangular tied column: Pu = 1150 kN ex = 0.4 m ey = 0.2 m fy = 414 MPa fc = 28 MPa
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- 5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long horizontal and two 2 m long vertical bars. Find the tensions in rods DE and DG. D G J M B E H K F NO 2KN 2KN 2 KN Filenamepllignre5-1-truu7 Problem 5.1.20What is the internal force in member AD? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , C SHOW SOLUTIONS169. Problem Calculate the force in element AD using the method of joints. 5kN 1127 KIIT wwwwww k 2m 10kN A 2m * Figure 192: Truss 10kN F * 2m 5kN E
- Find EIy midway between the supportsWhat is the internal force in member AB? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , CSHOW SOLUTIONSDraw the shear diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. +O No elements selected 1 kip/ft V (kip) 5 4 3 2 1 0 in bo & Ń -2 0 5 15 ft 10 2 kip/ft 15 z (ft)
- * ll. 8:37 امتحان كوز .pdf QI: Determine the forces in all members for the truss shown below and state whether the members in tension or compression? D. 5m Sm 12m 12m RL Find th Forcey in members BD, CD nd CE 200 N/m 10 1.5 2nDraw shear and merrent dingrams for pach member of he frame. Assume Ohe point A au pin Support and point B as al voller suppork. 多 4047 20 OB teSN= 93 kips, provide fbd