Strength and materials Determine the ff.1. The maximum horizontal shearing stress10 KN/msoka12 KN/mNE24BIm c Im2mR₁100 | 200 +1007N.A.30 / 200300 mm19R250mm200min

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Answered: Determine the ff. 1. The maximum…

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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A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
o T ☺ t Q6) Compute the vertical displacement of joint B of the structure shown in the figure. 100 kN Hinge El, constant C 10KN 4 m مرّر للأعلى لاستعراض الفلاتر إضافة شرح. . . mum <
Refer to the beam shown. 75 kN/m A 2m For the beam shown, what is the value of BBA in terms of El Select the correct response: 5490 kN.m²/El 5220 kN m²/El 1977 kN.m²/El 4m 2860 kN m²/El 90 kN.m 0 60 kNum www Bm D
Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner
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. . .- العهبه۱قحم المدني ) « University of Babylon College of Engineering Engineering Mechanics I Dept, of Civil Eng. Homework 1 Q1: Two forces act on the hook shown in figure. Determine the magnitude and direction of the 600 N resultant using Parallelogram Law. (Ans. R=910.241 N, angle=50.328° horizontal) with 50° 400 N 20° Q2: Determine the moment of the (50 N) force 50 N shown in figure with respect to: 30° 1-Point A, 2-Point O (Ans. Ma=50 N.m c.w., Mo=25 N.m c.c.w) 60° Q3: Replace the force and couple system 400 N shown in figure by an equivalent force and couple moment acting at: 1-Point A, 2-Point B 3 m 2 m 1.5 m- (Ans. MA=465 N.m c.c.w., Mp=575 N.m c.w) 150 N 150 N إضافة وصف. . .
4 5 10 kN 0000 20 IN 73 m izd Which of the following most nearly gives the force in member cd due to a downward vertical virtual unit load at e? OO -1 O-1.41 20 AN H (w3 min d 7-3m 1-3 m Which of the following most nearly gives the vertical displacement (mm) at e? O 80/AE O 113.14/AE O183.14/AE O 70/AE 10 KN
T Normal T No Spac.. Heading 1 Paragraph Styles . 10. I • 11. 1 1 .2.1 .3. 1 alyze and draw the axial, shear, moment diagram and qualitative deflection of each frame. 20 kN 10 kN/m 40 kN 8r 4 m 8 m
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Determine the ff. 1. The maximum horizontal shearing stress 10 KN/m soka 12 KN/m NE 24 B Im c Im 2m R₁ 100 | 200 +1007 N.A. 30 / 200 300 mm 19 R 250mm 200min