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225 mm P1=8 P2=10 M1=15 q1=18 6- 2(m) to 1(m) 4.50 (m) 1.50(m) 66 207 mm 225mm

225 mm P1=8 P2=10 M1=15 q1=18 6- 2(m) to 1(m) 4.50 (m) 1.50(m) 66 207 mm 225mm

Structural Analysis
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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225 mm P1=8 P2=10 M1=15 q1=18 -9 2(m) to 1(m) 4.50 (m) 1.50(m) 66 207mm 6 225mm
Transcribed Image Text:225 mm P1=8 P2=10 M1=15 q1=18 -9 2(m) to 1(m) 4.50 (m) 1.50(m) 66 207mm 6 225mm
An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets. The property of the channel is given below: Depth, D = 225 mm Flange Thickness, t; = 9mm Flange Width, B, =112.5 mm Web Thickness, t, =9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t= 100 MPa on shear, for bearing, o,=200 MPa on single shear, o,=260MPA on double shear. Determine the location of the maximum moment on the beam in meters. Determine the maximum moment, in kN-m, on the beam. Determine the maximum flexural stress on the beam in MPa.
Transcribed Image Text:An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets. The property of the channel is given below: Depth, D = 225 mm Flange Thickness, t; = 9mm Flange Width, B, =112.5 mm Web Thickness, t, =9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t= 100 MPa on shear, for bearing, o,=200 MPa on single shear, o,=260MPA on double shear. Determine the location of the maximum moment on the beam in meters. Determine the maximum moment, in kN-m, on the beam. Determine the maximum flexural stress on the beam in MPa.
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