Can someone help me to solve this the red is the answer key I just need the solution The beam is fabricated by attaching a C 180 x 15 channel to a W 250 x 18 shape with a 15 mm Ørivets as shown. The maximum shear force in the beam is 65 kN.5.3Prop. of C 180 x 15 channelA = 1850 mm²Ix = 8.860 x 106 mm4tw = 5.3 mmly = 0.405 x 106 mmªN.A.x = 13.8 mm251Prop. of W 250 x 18A = 2270 mm²bf=101 mmIx = 22.4 x 106 mm4d = 251 mm15.3tw = 4.8 mmtf= 5.3 mm1011. Determine the moment of inertia at the neutral axis of the beam. 36.76x106 mmª2. Determine the maximum allowable spacing of the rivets if the working stress is 100 MPa in shear. S = 167.61 mm3. Determine the corresponding maximum bearing stress exerted by the rivets. Sb= 222.28 MPa

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The beam is fabricated by attaching a C 180 x 15 channel to a W 250 x 18 shape with a 15 mm Ø rivets as shown. The maximum shear force in the beam is 65 kN. 5.3 Prop. of C 180 x 15 channel A = 1850 mm² Ix = 8.860 x 106 mm4 N.A. tw = 5.3 mm ly= 0.405 x 106 mm x = 13.8 mm 251 Prop. of W 250 x 18 Ix = 22.4 x 106 mm A = 2270 mm² bf=101 mm d = 251 mm 15.3 tw = 4.8 mm tf= 5.3 mm 101 1. Determine the moment of inertia at the neutral axis of the beam. 36.76x106 mm4 2. Determine the maximum allowable spacing of the rivets if the working stress is 100 MPa in shear. S = 167.61 mm 3. Determine the corresponding maximum bearing stress exerted by the rivets. Sb= 222.28 MPa

The beam is fabricated by attaching a C 180 x 15 channel to a W 250 x 18 shape with a 15 mm Ø rivets as shown. The maximum shear force in the beam is 65 kN. 5.3 Prop. of C 180 x 15 channel A = 1850 mm² Ix = 8.860 x 106 mm4 N.A. tw = 5.3 mm ly= 0.405 x 106 mm x = 13.8 mm 251 Prop. of W 250 x 18 Ix = 22.4 x 106 mm A = 2270 mm² bf=101 mm d = 251 mm 15.3 tw = 4.8 mm tf= 5.3 mm 101 1. Determine the moment of inertia at the neutral axis of the beam. 36.76x106 mm4 2. Determine the maximum allowable spacing of the rivets if the working stress is 100 MPa in shear. S = 167.61 mm 3. Determine the corresponding maximum bearing stress exerted by the rivets. Sb= 222.28 MPa

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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