The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40 mm. According to the given shear and moment envelopes find the required amount of flexural and shear reinforcement along the beam. Only ø16 bars are available as longit udinal reinforcement and st irrups will be manufactured from ø12 bars. Draw the reinforcement det ails. A в 900mm T K101 300 520 K102 300 520 Column Column Column *60cm 60cm 140cm 1300mm 7m 4. 5m 400mm
The beam given below is to be const ructed from C30 concrete wit h B420C st eel. Clear cover is 40 mm. According to the given shear and moment envelopes find the required amount of flexural and shear reinforcement along the beam. Only ø16 bars are available as longit udinal reinforcement and st irrups will be manufactured from ø12 bars. Draw the reinforcement det ails. A в 900mm T K101 300 520 K102 300 520 Column Column Column *60cm 60cm 140cm 1300mm 7m 4. 5m 400mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please read the question carefully, this is Reinforced concrete 1 course question. The beams are already drawn. Answer the question correctly with easy steps. Please provide the answers fast ??
Transcribed Image Text:The beam given below is to be const ructed from C30 concrete with B420C st eel. Clear
cover is 40 mm. According to the given shear and moment envelopes find the required
amount of flexural and shear reinforcement along the beam. Only ø16 bars are available
as longit udinal reinforcement and stirrups will be manufactured from ø12 bars. Draw the
reinforcement det ails.
A
B
900mm
K101 300 520
K102 300 520
Column
Column
Column
60cm
60cm
40cm
1300mm
7m
4.5m
160
150
2.5m
3.5m
V (kN)
4m
70
2.5m
310
180
120
100
40
M (kNm)
70
130
120mm
400mm
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