2. It is known that the cross-section size of one wall with windows is 1000mmx240mm. The wall is built by MU15 fired common brick and M5 mixed mortar. One reinforced concrete beam with cross-section size 200mmx500mm is put on the wall (as shown in the right figure), the beam end support length is a 240mm. The design value of upper load at the section of beam bottom is 200kN. The design value of beam end support reaction is N-55kN. Check the local bearing capacity of the masonry at the bottom of the beam. (f=1.83MPa, n=0.7, y≤2). 240

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please give me correct answers ASAP score is
12
2. It is known that the cross-section size of one wall
with windows is 1000mm×240mm. The wall is built by
MU15 fired common brick and M5 mixed mortar. One
reinforced concrete beam with cross-section size
200mmx500mm is put on the wall (as shown in the
right figure), the beam end support length is a=240mm.
The design value of upper load at the section of beam
| 240
bottom is 200KN. The design value of beam end
support reaction is NF55KN. Check the local bearing capacity of the
masonry at the bottom of the beam. (f=1.83MPA ,ŋ=0.7, ys2).
Transcribed Image Text:Please give me correct answers ASAP score is 12 2. It is known that the cross-section size of one wall with windows is 1000mm×240mm. The wall is built by MU15 fired common brick and M5 mixed mortar. One reinforced concrete beam with cross-section size 200mmx500mm is put on the wall (as shown in the right figure), the beam end support length is a=240mm. The design value of upper load at the section of beam | 240 bottom is 200KN. The design value of beam end support reaction is NF55KN. Check the local bearing capacity of the masonry at the bottom of the beam. (f=1.83MPA ,ŋ=0.7, ys2).
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