Only civil engineering experts solve it correct complete solutions okk no chat gpt okk Solve the member forces BD, BC and CD by method of sections2000 lbB1000 lb2000 lbFA60%30°60°60%60°30°GCE6 ft6 ft6 ft

Answered: Solve the member forces BD, BC and CD…

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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Similar questions

A steel beam is subjected to a uniform load with length of 8m. Assume that the beam is simply supported. Use Fy= 248 Mpa. Properties of W-shape beam d=229 mm bf=210 mm rf=23.7 mm Tu-14.50 mm kdes=33. 80mm ry=53.80 mm Ix=113 x 10^6 mm^4 Iy-36.9 x 10^6 mm^4 Sx-990 x 10^3 mm^3 Zx 1150 x 10^3 mm^3 J-2100 x 10^3 mm^4 Cu-387 x 10^9 mm^6 What is the nominal shear strength capacity of the section (in kN)?
Use MOMENT - AREA METHOD to solve the problem
Given the problem: From the truss in the figure, determine the following: d.) Force in member 'CE' in N. e.) Force in member 'CF' in N. *Indicate whether the member is under tension or compression. Round off final answer in 4 decimal places. Thank you.
es A 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of radii 45 mm and 35 mm. If the allowable stress is 150 MPa, F Ra 1 X Y 12 Determine the section modulus of the beam. Select the correct response: 72113.831 mm³ 87833.695 mm³ 57962.384 mm3 45378.561 mm³ Ri 12
answer would be very much appreciated thankyou
The bar composed of aluminum was sustained by the 14 mm2 cross-sectional area of the pin-connected rod CB. When the bar is vertically deflected at D, calculate the vertical deflection of the bar when distributed load is applied Given: E = 68.9 x 10^9 Pa
2. The cantilever truss shown in the figure is hinged at D and E. Find the force in each member. 0001 = '06 800 38,0- 0-83 0=x23 QA=30 60% C 1000 6.6 1000 B 60° DE 30% -10°- Compres 0001 A 1000 48 21 2011=38 0=√73 0=30 Omog A 0001 = 108 m2 30 Weert = 90
150 150 159 Q: Calculate the Nominal Strength for the beam shown. D00 f -40 MPa , f, - 400 MPa 250 %3D 600 4625 65 500
Situation 1: The 300-1b force is to be resolved into components along lines a-a' and b-b'. P 300 lb b 60⁰ a' 1. Determine the angle a knowing that the component along line a-a' is 240-lb. 2. What is the corresponding value of the component along b-b'?
Determine the total displacement at joint C of the truss shown below. Numbers enclosed in brackets are the areas of members in meters. Use E = 200 GPa. |60KN 190KN Sm Sm (10} (10} (12) (12) (12) 6m (12} E 40KN (12) Answer: Av = 12.11mm, Дн %3D 1.92mm - %3D
For the truss shown below, determine the forces in members UP, QL, JK. Assign a negative value for tensile forces and positive value for compressive forces. " Q R S U N. H `A DE F G P1 P1 P2 P2 P2 P1 P1 L2 L2 L2
Use Conjugate Beam Method

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Solve the member forces BD, BC and CD by method of sections 2000 lb B 1000 lb 2000 lb F A 60% 30° 60° 60% 60° 30° G C E 6 ft 6 ft 6 ft