Subject: Steel
Posted: Mon May 16, 2022 9:23 am
Subject: Steel
A double-angle tension member, 100 mm x 100mm x 8mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V.1H, and is connected to the supporting beam by a wide te Steel strength and allowable stresses Yield strength, Fy - 248 MPa Ultimate strength Fu-400 MP Boltahesr otrevo, F-150 MPS Bolt bearing trees. Fp - 1.2Fu Bolt teneile stree, -105 MPE Determine the required diameter, dt, of the 3 bolts in shear connecting the double-angle member to the wide tee Determine the required diameter, 12, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam Determine the required diameter, c2, of the 4 bolts in tension connecting the wide tee to the supporting beam Р 2L 2V 38 75 75 38 1H 3-0 Oo 16 mm 4-d2 16 mm 16 mm 38 100 38
A double-angle tension member, 100 mm x 100mm x 8mm is subjected to a tensile load, P = 210 kN. The diagonal member is on a slope of 2V.1H, and is connected to the supporting beam by a wide te Steel strength and allowable stresses Yield strength, Fy - 248 MPa Ultimate strength Fu-400 MP Boltahesr otrevo, F-150 MPS Bolt bearing trees. Fp - 1.2Fu Bolt teneile stree, -105 MPE Determine the required diameter, dt, of the 3 bolts in shear connecting the double-angle member to the wide tee Determine the required diameter, 12, of the 4 bolts in shear connecting the wide tee to the flange of the supporting beam Determine the required diameter, c2, of the 4 bolts in tension connecting the wide tee to the supporting beam Р 2L 2V 38 75 75 38 1H 3-0 Oo 16 mm 4-d2 16 mm 16 mm 38 100 38