A PL × 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1. The steel is A36. Assume that A. = A, and compute the following. a. The design strength , Pu based on gross area b. The design strength, Pu based on effective area PL % x 7 3/8" ооо 7" Cross Sectional area of PL3/8x7

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A PL 3/8 x 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3. 2-1. The steel is A36. Assume that Ae = An and compute the folowing.

a. The design strength, Pu based on gross area

b. The design strength, Pu based on effective area

A PL × 7 tension member is connected with three 1-inch-diameter bolts, as shown
in Figure P3.2-1. The steel is A36. Assume that A. = A, and compute the following.
a. The design strength , Pu based on gross area
b. The design strength, Pu based on effective area
PL % x 7
3/8"
ооо
7"
Cross Sectional area
of PL3/8x7
Transcribed Image Text:A PL × 7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1. The steel is A36. Assume that A. = A, and compute the following. a. The design strength , Pu based on gross area b. The design strength, Pu based on effective area PL % x 7 3/8" ооо 7" Cross Sectional area of PL3/8x7
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