2. Determine the net area of a W12X16 given a staggered bolt connection in the web in in?. Assume 1in bolt diameters. . 3 in W12 x 16 BO 3 in d = 12.00 in =0.220 in Z 3 in DO 3 in E b= 3.99 in →| 2 in 2 in IN

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Chapter2: Loads On Structures
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CE 511 - STRUCTURAL STEEL DESIGN
PLATE # 1 (TENSION MEMBERS)
1. Find the required properties for the following sections (-
• The area of W33X130 in mm?
• The moment of inertia about the x-axis for W10X112 in mm*
• The radius of gyration of L50X50X3 along the x-axis in mm
• The distance from the outer face of the web to the centroid of C6X13 in
mm
The elastic section modulus of C9X20 about the y-axis in mm3
Transcribed Image Text:CE 511 - STRUCTURAL STEEL DESIGN PLATE # 1 (TENSION MEMBERS) 1. Find the required properties for the following sections (- • The area of W33X130 in mm? • The moment of inertia about the x-axis for W10X112 in mm* • The radius of gyration of L50X50X3 along the x-axis in mm • The distance from the outer face of the web to the centroid of C6X13 in mm The elastic section modulus of C9X20 about the y-axis in mm3
2. Determine the net area of a W12X16 given a staggered bolt connection in the
web in in?. Assume 1in bolt diameters. .
A
3 in
W12 × 16 4
3 in
d = 12.00 in =0.220 inZ
3 in
DO
3 in
E
-b; = 3.99 in
2 in 2 in
Transcribed Image Text:2. Determine the net area of a W12X16 given a staggered bolt connection in the web in in?. Assume 1in bolt diameters. . A 3 in W12 × 16 4 3 in d = 12.00 in =0.220 inZ 3 in DO 3 in E -b; = 3.99 in 2 in 2 in
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