The cast iron inverted T-section supports two concentrated loads of magnitude P as shown. Determine the largest allowable value of P if the working stresses in bending are limited to 48 MPa in tension, 140 MPa in compression and shearing stress of 30 MPa. AL IC D 1m 1m B 3m 15mm 150mm 150mm 15mm
The cast iron inverted T-section supports two concentrated loads of magnitude P as shown. Determine the largest allowable value of P if the working stresses in bending are limited to 48 MPa in tension, 140 MPa in compression and shearing stress of 30 MPa. AL IC D 1m 1m B 3m 15mm 150mm 150mm 15mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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DESIGN FOR FLEXURE AND SHEAR
![The cast iron inverted T-section supports two concentrated loads of
magnitude P as shown. Determine the largest allowable value of P if the
working stresses in bending are limited to 48 MPa in tension, 140 MPa in
compression and shearing stress of 30 MPa.
1m
P
B
3m
1m
15mm
150mm
150mm
15mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F25129e63-56c3-4df4-8235-be73da68ed44%2F16891dd7-2078-48ff-bb7f-2b83f27a8ca0%2Ffjatwv_processed.png&w=3840&q=75)
Transcribed Image Text:The cast iron inverted T-section supports two concentrated loads of
magnitude P as shown. Determine the largest allowable value of P if the
working stresses in bending are limited to 48 MPa in tension, 140 MPa in
compression and shearing stress of 30 MPa.
1m
P
B
3m
1m
15mm
150mm
150mm
15mm
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