A C8 x 11.5 is connected to a gusset plate with 7/8 inch diameter bolts as shown in Figure P3.2-3. The steel is A572 Grade 50. If the member is subjected to a dead load and live load only, what is the total service load capacity if the live to dead load ratio is 3? Assume that Ae=0.85An. Use LRFD and ASD.

Q: 1. Determine the allowable load Pa based on bearing at bolt holes. (ASD) 2. Determine the ultimate…

A: Given:- Thickness of plate, t=16 mmDiameter of bolts, d=22 mmNumber of bolts, n=6S1=40 mmS2=80…

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Q: loads shown. Does this member have enough strength Assume that . a) Per LRFD b) Per ASD

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Q: A C8 × 11.5 is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the Figure . The…

A: Solution: Consider the following diagram of channel section: For Grade 50 A572, Fy=50 ksiFu=65…

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Q: 2. For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at…

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Q: Governing Ultimate Tensile Capacity based on Yielding of gross section

A: Gross area Ag=11.2 in2Yield stress Fy=50 ksiUltiate stress Fu=65 ksiy¯=3 inLength of weld L=12…

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Q: A plate 400 x 12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter…

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Q: A C8 x 11.5 is connected to a gusset plate with 7/8-inch-diameter bolts as shown in Figure P3.2-3.…

A: Given Data: For grade 50 A572 Fy=50 ksi Fu=60 ksi t=0.75 m For the given channel section from manual…

Q: A C8 × 11.5 is connected to a gusset plate with 22 mm diameter bolts as shown. The steel is A572…

A: Given:- A C8×11.5 is connected to a gusset plate The diameter of the bolts = 22 mm  The steel grade…

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