A 6 m span beam that is simply supportedand loaded at the left support with acouple of M-30 kn-m. Assuming that themaximum deflection is not exceeded(L/360), get the beam's cross-sectionaldimensions. h=2b is the cross-sectionalarea of the beam. E =10 gpa.Appropriately display each of the following;The magnitude and direction of the beamreactionsDiagrams of shear and moment.Dimensions of the beam cross section

Answered: A 6 m span beam that is simply…

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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5. For the beam loaded as shown, find the slope at the right support and the deflection at point A. Use E = 200 GPa and 1= 9 x 107 mm4. Use conjugate beam method a CS Scanned with CamScanner 20 kN/m -1.5 m b -4.5 m 10 kN/m ch 1.0 m
Determine the slope and deflection at point B of the steel beam shown below using conjugate beam method. The reactions have been computed. E= 29(10³) ksi, I-800 in. 5k A (1 75 k-ft -15 ft- 5 k real beam -15 ft- B
3. Find the deflection at the midspan of the beam loaded as shown. The beam supports a uniformly distributed load of 10 kN/m from the left support to point B and another uniformly distributed load of 15 kN/m from point C to point D. Use E = 200,000 MPa and I = 9 x 107 mm². Use conjugate beam method CS Scanned with CamScanner an 10 kN/m -3.0 m- -2.0 m с 15 kN/m -2.0 m d
2. For the cantilever beam carrying a uniformly distributed load of 25 kN/m as shown. find the slope and deflection at the free end. Use E = 200,000 MPa and I = 9 x 107 mm². Use conjugate beam method CS Scanned with CamScanner a -3.0 m by 25 kN/m -3.0 m C
Q7 Use method of conjugate beam to determine the slope and deflection at the center of the beam given below. Take E = 200 GPa and I= 4000 cm*. 5 kN 8 kN A EI B 2EI C EI -3 m -- 4 m t2 m -
Problem 7 The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in4. Determine the rotation at point C and the deflection at D using the conjugate beam method. B I Seed 10⁰ 21 10' I = 29000 kesi 3000 int 2I 10' 20k
1. The beam with, cross-section shown, is subjected to the load shown. Using E-200 GPa, determine the defection at D and the maximum deflection by double integration method. 80 mm 4 kNm 16 kN 25 mm 25 mm B 140 mm 6m 4m 2m 25 mm 120 mm
IVITY 5- Truss Analysis Analyze the loaded truss as shown. Be guided as follows: a. Solve for the reactions at supports b. Solve for all member forces by method of joints and method of sections c. Compute for horizontal and vertical deflection at B (ABH and Aev) using Virtual Work Method 35 kN T EA = constant E= 200 GPa A = 1,200 mm? 4m B 84 kN 4m 3m
For the loaded beam shown, using moment - area method. a. Determine the value of Elő at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and I=65.0x10€ mm“. 24 kN 18 kNim B |-1,5 m--1.5 m→ 3 m
1. The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 14 mm² and is made from 6061-T6 aluminum. Determine the vertical deflection of the bar at D when the distributed load is applied. Er-68.9 GPa 1.5 m -2 m B 300 N/m 2 m
Problem 4: If the material of the beam has an allowable bending stress of Galow = 175 MPa, determine the maximum allowable intensity w of the uniform distributed load. 300 mm B - 6 m I50 mm Solve the following problems on separate sheets of paper. Show complete solutions and appropriate free-body diagrams. Determine the maximum deflection in region AB of the overhang beam. E = 29 x 10° ksi and 1= 204 int. kip 2 kip/ft 13 kip - 6 ft- 6 ft -6 ft Problem 1: Using double integration method. Problem 2: Using moment-area method.
Determine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN A - 5 m El = constant E = 200 GPa I = 800 (106) mm %3D

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