1"0 ASTM A-325 BOLT *150 ROOF BRACE (1/2 0) ROD, 394 PL 3/8 X646X663 ASTM F1554 GR. 55) 200 75 1" ASTM A-325 BOLT PL 3/8 X394X200 / 75 / PL...
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Question

8)   Plate 1, an ASTM A572 Gr. 50 rectangular plate with dimensions 3/8"X394 mmX200 mm, connects the roof brace to another plate (Plate 2). Use LRFD method and kg

a)   Determine Plate 1's design strength, Q8.jpg, for the gross section yielding limit state

b)   Determine Plate 1's design strength, , for the net section rupture/fracture limit state

c)   Determine Plate 1's design strength, , for the block shear limit state

d)   Which limit state governs and what is the design strength of Plate 1?

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1"0 ASTM A-325 BOLT *150 ROOF BRACE (1/2 0) ROD, 394 PL 3/8 X646X663 ASTM F1554 GR. 55) 200 75 1" ASTM A-325 BOLT PL 3/8 X394X200 / 75 / PL 3/8 X394X200 98 * 88 ) welds SECTION W-W SCALE 1:10 - PL 3/8 X646X663 [mm] ROOF BRACE (1/2 @) ROD, 150 ASTM F1554 GR. 55) ) plate z ROOF BRACING TO BEAM CONNECTION DETAIL SCALE 1:10 [mm]

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