E 500 P↓ 2m 3030mm 300 mm Fig. (6) 540 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![P↓
500
mm
2m
3030mm
300 mm
Fig. (6)
540
2m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20f97c84-c504-4ee9-abb5-5576989d28bd%2Fb84b799c-33e7-4861-ab06-a91417f04319%2F43gim6v_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P↓
500
mm
2m
3030mm
300 mm
Fig. (6)
540
2m
![Q6- For the composite reinforced concrete beam shown in the Fig.(6), determine the applied
concentrated load (P) on the beam if the allowable tensile stress is 2.5 MPa. (Esteer 200GPa and
Econcrete 25GPa).
MIR](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20f97c84-c504-4ee9-abb5-5576989d28bd%2Fb84b799c-33e7-4861-ab06-a91417f04319%2F9zvkquj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q6- For the composite reinforced concrete beam shown in the Fig.(6), determine the applied
concentrated load (P) on the beam if the allowable tensile stress is 2.5 MPa. (Esteer 200GPa and
Econcrete 25GPa).
MIR
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