Determine the Horizontal Deflection at D. Indicate thenegative sign if the answer is to the left• Determine the Horizontal Deflection at D10 KN30°AB•2I8mBC -15ICD. I40mE* 200 6 PaI. 200 A o" mm*10m

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Answered: Determine the Horizontal Deflection at…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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2m Q-calculate the vertical movement of points A,B,C + steel wire D=25mm E= 2×10 steel wire D=25mm E = 2×10 4m + A B علي د. على العذاري 40KN 5m 2m useful formula: 6=f, 6 = MY, 7=VQ, 1 = bh³, I = TD4, 5 = 1½ FA² + B² = R² T = Tr, o = TL, solat, D = 2, = Ext, I-Sy²dA, J=D AE 32 I- TD45=4, A²+B²
3) An overhanging beam is loaded as shown in the figure. Using EI 20.48x106 N-m², determine the deflection at the overhanging end. Use Bracket Function. 1m 100 N-m BL - 1m C 100 N/m 2m D Answer: 3m (10pts) 200 N E
Mo Tu We Th Fr Sa Su Memo No. Date Find The deflection at point, A totsN Find ACHE, AFH C ↓ 2mw 1m for the Frame 30 MN- sm shown below 77 by unit load mathed. EL B EI A 2m 4m E 2 E1 F
Slope 8A Slope 8a Slope Oc Deflection Ac Maximum deflection between support 5m 12 kN Sm 5 kN/m 個 Sm C
Use Virtual Work Method El Constant. Solve for the deflection under the 100 kN load.
Determine the smallest cross-sectional area A required for the members of the truss shown so that the horizontal deflection at joint D does not exceed 10 mm.
Determine the (f_x) when distance of x = 5.5 mm and the scale of force 40.4 lb/mm .A 221Ib .B 222lb .c 222.2lb .D 2231b الرجاء قم بأختيار الاجابة الصحيحة س 18 1 درجة
o T ☺ t Q4) Compute the maximum vertical deflection along the part AB of the frame ABC shown in the figure by using the unit load method. 200 kN.m 20 kN/m A || "El is constant مرّر للأعلى لاستعراض الفلاتر إضافة شرح. . . mum <
RON GN Ms-0.75 Hs0.75 30° Req'd: Normal FOrce oF 2ON frictional FOT ce OF 30 N
11:03 O Vo) 4G LTE2 7 ll 73% first-lms.nitwcloud.in/moodl first-Ims P Flag question Time left 2:21:29 Determine the support reaction at C of the frame shown below. Use slope deflection method. El is same for all members. AB=8m; BC=6m and CD=4m. UDL is 20KN/m. Fig4 D A A- В I E E 00 00 00 00 II II
TR, H. Wi Determine the mo Ans:307cm*
8m L=6m 1 2m | Bun 200KN 2m L=SM Imm D A 1.5m C E = 2006 Pa I= = 1500 x 106 mm 4 Det. a.) MA b.) MB c.) Rc d.) Mmax e.) So in mm B Use TME Three Moment Equation

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Determine the Horizontal Deflection at D. Indicate the negative sign if the answer is to the left • Determine the Horizontal Deflection at D 10 KN 30° AB•2I 8m BC -15I CD. I 40m E* 200 6 Pa I. 200 A o" mm* 10m