mm and 300 mm, respectively, and the wall thickness of the cross sec = 0 kN/m to q = 4.2 kN/m for AB span; and is constant with q=4.2 kN/ y, v 9 A Дв

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could you please answer question A and C

A steel beam, of lengths a= 4 m and b= 4 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and
height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the
intensity that linearly varies from q= 0 kN/m to q= 4.2 kN/m for AB span; and is constant with q=4.2 kN/m for BC span. The Young's modulus of steel is 200 GPa.
▲y, v
comium
B
a
5 mm
200 mm
Figure Q.1
300 mm
b
C
X
Calculate:
a) the vertical support reaction in support A. When sketching FBD, set the positive directions of both reactions in the positive direction of yaxis. Enter your
answer in kN to three decimal places.
c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places.
Note: when deriving internal moment equations, use the following orientation of x coordinate:
• Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut.
• Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance
from point Cto the cut is equal L-x.
Transcribed Image Text:A steel beam, of lengths a= 4 m and b= 4 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q= 0 kN/m to q= 4.2 kN/m for AB span; and is constant with q=4.2 kN/m for BC span. The Young's modulus of steel is 200 GPa. ▲y, v comium B a 5 mm 200 mm Figure Q.1 300 mm b C X Calculate: a) the vertical support reaction in support A. When sketching FBD, set the positive directions of both reactions in the positive direction of yaxis. Enter your answer in kN to three decimal places. c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places. Note: when deriving internal moment equations, use the following orientation of x coordinate: • Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut. • Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point Cto the cut is equal L-x.
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