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Hss Beam Design Example. Paste is warrant in upright text mode. Beam with large span (l=20m) b.
WideFlange Beam to HSS Column Shear Connections and from steeltubeinstitute.org
• φr n = 10/(b/t)f ytb f ≤ f yp tfbf • φr n = 58.4 k > 51 k ok 11 directly welded connection example •hss shear yielding/punching • applicable when: Hss are good blast resistant members •direction of loading •higher torsional rigidity • composite hss members. For simplicity in design and detailing the following approach to steel frame design is suggested:
WideFlange Beam to HSS Column Shear Connections and
Determine the total uniform load capacity and midspan deflection for loading in the plane of the minor axis. Determine the available shear strength and adequacy of hss6×4×¾ astm a500 grade b member with end shears of 11.0 kips from dead load and 33.0 kips from >live load. 18 gage composite deck, and 4½ in. Continuous beam at column splice • hss column is interrupted at continuous beam • for lightly loaded columns, stiffener plates can be used to transfer axial forces • heavy loads may require a split hss on either side of the beam web.
