Using the Slope-Deflection Method, determine the value of the Moment Reaction at A for the steel beam shown. EI is constant throughout the span and there are no settlements in the supports. E = 200 GPaI = 300x10^6 mm^4 PROBLEM#4: SLOPE-DEFLECTION METHODUsing the Slope-Deflection Method, determine the value of the Momentfor the steel beam shown. El is constantReaction at Athroughout the span and there are no settlements in the supports.E = 200 GPa| = 300x10^6 mm^4...4,8kN/m2.9kNA4.00 M-+1.50 M-

Answered: Image /qna-images/answer/2d24fb02-f218-422d-93a1-1eca1fb72e2b.jpg

Answered: Using the Slope-Deflection Method,…

Using the Slope-Deflection Method, determine the value of the Moment Reaction at A for the steel beam shown. EI is constant throughout the span and there are no settlements in the supports.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Really really need
Compute the deflection at the midspan and at the point under load P for the beam shown using the Conjugate Beam Method
Determine:a) the horizontal displacement of joint A of the steel truss. b) Due to fabrication error, members AD and BE are 2cm too long. Determine the horizontal displacement of joint A under the same loading condition. Each member has a cross-sectional area of 400mm2 and E=200GPa.
Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A concentrated load of P = 22 kips is applied to the free end of bronze rod (3). Determine the magnitude of the deflection of rod end D after the temperature of all rods has increased by 70°F. Use the following dimensions and properties: a = 3.5 ft, b = 7.3 ft. Rod (1): d₁1.10 in., L₁ = 13ft, E₁ = 15,200 ksi, a₁ = 12.20 x 10-6/°F. Rod (2): d₂ = 0.70 in., L₂ = 9ft, E₂ = 28,000 ksi, %₂ = 9.60 x 10-6/°F. = 6ft, E3 = 15,200 ksi, a3 = 12.20 x 10-6/°F. Rod (3): d = 1.15 in., L VD = i (1) (2) a b H Rigid bar B (3) L3 OD L in. N P L₂
SOLVE BY SLOPE DEFLECTION METHOD. Determine the internal moments at the supports of the beam shown.
Use virtual work method. Find vertical displacement of joint B in mm due to +200 oC change in temperature in members BE and CE. Don't add deflection due to external loads or fabrication error.
Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A concentrated load of P = 16 kips is applied to the free end of bronze rod (3). Determine the magnitude of the deflection of rod end D after the temperature of all rods has increased by 125°F. Use the following dimensions and properties: a = 2.8 ft, b = 6.3 ft. Rod (1): d₁ = 0.90 in., L₁ = 11 ft, E₁ = 15,200 ksi, α₁ = 12.20 × 10-6/°F. Rod (2): d₂ = 0.80 in., L₂ = 9 ft, E2 = 28,000 ksi, a₂ = 9.60 × 10-6/F. Rod (3): d3 = 1.25 in., L3 = 5 ft, E3 = 15,200 ksi, a3 = 12.20 x 10-6/°F. VD = i L in. (1) A a L3 B (3) D b Rigid bar L2
In the restrained beam shown, solve for the following a. end moments b. max deflection note: use double integration method 3 kN m 15KN 1m im
2. By using Double Integration Method, Determine the deflection at the free end of the beam shown 180 kN 15 kN/m B -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4
Q2 / The cross sectional area of each member of the truss as shown in the figure below 1.75 in and E = 29(10')ksi , determine the vertical displacement at joint D due to radiant heating of member FD is subjected to an increase in temperature from 20° F C to 110° F, take a = 0.75(10³)/F , and member CD would be decreased 0.2 in use Method of Virtual Work. (P in k) P=9 VP F E 4 m А D B C 3 m 3 m 3 m +
3. Find the value of El midway between the supports for the beam shown. Use the Super Position method. -5 m- 180 KN B m El = constant E = 70 GPa I = 2,340 (106) mm4 15 kN/m m-
Q.3. a- A rectangular plate simply supported along its edges and subjected to a uniform of intensity po: 1. Determine the value of the maximum deflection if b 2a. Compare the result with W= 0.01013 2. Determine the expression for shear force Qx for the plate. load