CAE303_HW3_07

CAE303_HW3_07 - standard holes using a pitch p = 3 in end...

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CAE 303 – STRUCTURAL DESIGN I: STEEL STRUCTURES Instructor: J. Shen, Ph.D., P.E., S.E., 215 AM. Instructor Office Hours W & Th 10:00-12:00 noon, E-mail: [email protected] ; Phone:312-567-5860 ---------------------------------------------------------------------------------------------------------------- HOMEWORK Three --- Due Thursday September 27, 2007, 3:15 p.m. ---------------------------------------------------------------------------------------------------------------- Reading Materials: (1) Text book Chapter 7; (2) AISC 360-05 (Included in the manual Part 16: Chapter D; and (3) Updated class Notes on Tension member (on the web) Problem 1: Determine the nominal block shear rupture strength of the L4×3 ½ ×1/2 tension member shown in Figure 1. The angle is connected to a gusset by three 7/8 –in-diameter bolts in the
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Unformatted text preview: standard holes, using a pitch, p = 3 in; end distance, L e = 1 ½ in; and side distance, L s = 1 ½ in. A992 (F y = 50 ksi, F u = 65 ksi) steel is used. L 4 x 3 ½ 1 3” Problem 2: Determine the design strength of the structural member consisting of a double-channel tension member and a plate with 20 in. width and 2 in. thickness. All three limit states in both the double-channel tension member and the gusset plate should be checked, and the smallest design strength from a total of six possible design strength values is the final answer. Figure 2 shows the structural member. LRFD and ASD are both used. 7/8 –in-diameter bolts in the standard holes, and A992 steel. C.G. of Channel Figure 1. Figure 2. x Gusset plate 2C15x40 Tension force 20 in. 2x3”= 6 in. Tension force 3” 3” 3” 2”...
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This homework help was uploaded on 04/07/2008 for the course CAE 303 taught by Professor Shen during the Fall '08 term at Illinois Tech.

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