ASTM A36 vs ASTM A529 Grade 50
ASTM A36 vs ASTM A529 Grade 50
(OP)
Can any one help me resolve this issue. Our vender supplied us U-Bolts which he maufactured (bending and thread cutting)from a 1-1/8" steel rod purchased from a supplier. The ASTM for this material shown on the MTR is ASTM 529 grade 50, where as the project specification requires it to be ASTM A307 grade c, ASTM A36 or ASTM F1554, grade 36.
The structural engineer rejected stating that this did not meet the requirements, i see this exceeding the requirements with a grewater tensile strenght. what are the orther factors need to be looked into to ensure it meet and exceeds ASTM A36. Also need to know if this material can be galvanized.
Appricaite your help.
The structural engineer rejected stating that this did not meet the requirements, i see this exceeding the requirements with a grewater tensile strenght. what are the orther factors need to be looked into to ensure it meet and exceeds ASTM A36. Also need to know if this material can be galvanized.
Appricaite your help.
RE: ASTM A36 vs ASTM A529 Grade 50
Hg
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RE: ASTM A36 vs ASTM A529 Grade 50
RE: ASTM A36 vs ASTM A529 Grade 50
RE: ASTM A36 vs ASTM A529 Grade 50
If the vendor has reconciled the Chemistry and Strength properties and they align with the ASTM Standards you allow, I would be hard-pressed to accept the engineers rejection.
RE: ASTM A36 vs ASTM A529 Grade 50