Civil Engineering - GATE Exam Questions - Discussion
Discussion Forum : GATE Exam Questions - Section 5 (Q.No. 2)
2.
Permissible bending tensile stress in high yield strength deformed bars of grade 415 N/mm2 in a beam is :
Discussion:
7 comments Page 1 of 1.
Ashraful Islam said:
4 years ago
Thanks everyone for explaining.
Jarrah said:
4 years ago
Thank you so much for explaining.
Rakesh said:
6 years ago
415/1.8 here fos is in the working stress method.
(4)
Swar said:
6 years ago
Allowable stresses for bars have been standardized by IS-1786 as:
1) Ffor Fe 415 grade, permissible tensile stress = 230 N/mm2 & permissible compressive stress = 190 N/mm2.
2) For Fe 500 grade, permissible tensile stress = 275 N/mm2.
1) Ffor Fe 415 grade, permissible tensile stress = 230 N/mm2 & permissible compressive stress = 190 N/mm2.
2) For Fe 500 grade, permissible tensile stress = 275 N/mm2.
(3)
Kalyan said:
8 years ago
Yes, correct Answer. When he given comp stress 190 N/mm2.
(2)
Poobathy said:
8 years ago
0.55 * fy= 228.25-230 n/mm^2.
(2)
Abhishek said:
8 years ago
Please, someone explain it.
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