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what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)

what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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5. determine the capacity of the details shown below.
A992: Fy=50ksi, Fu=65ksi
A36: Fy=36ksi, Fu=58ksi
effective bolt hole diameter = bolt hole + 1/16"
beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.
Fexx=70ksi


e) what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)

 

(4)-3/4"0 A325 SSLT Bolts 5/16 5/16 PL1/2" - A36 Shear Plate W16X50 A992 - Beam 0.5" 3" 3@3"-9" 1.5" 5/16 3 Sides 5/16 5.5" (8)-3/4"0 A325 STD Bolts PL1/2"- A36- Flange Plate Table 7-6 Coefficients C for Eccentrically Loaded Bolt Groups Angle = 0° where Available strength of a bolt group, OR, or RS2 is determined with P- required foroe, Ryor Pa kips n = nominal strength per bolt, kips e - eccentricity of Pwith respect to centroid of bolt group, in. (not tabulated, may be determined by geometry) e= horizontal component of e in. S = bolt spacing, in. C - coefficient tabulated below R-Cxfn or LRFD ASD OP Crw Cr In Number of Bolts in One Vertical Row, n s in. e in. 2 4 6 8 10 11 12 1.18 0.88 0.69 0.56 0.48 2.23 1.75 1.40 1.15 0.97 3.32 2.81 2.36 2.01 1.73 4.39 3.90 3.40 2.96 2.59 5.45 4.98 4.47 6.48 6.06 5.56 5.05 4.57 7.51 7.12 6.64 6.13 5.63 8.52 8.17 7.72 7.22 6.70 9.53 9.21 8.78 10.5 10.2 9.84 9.38 8.87 11.5 11.3 10.9 10.4 9.96 4. 3.98 3.55 5. 8.30 7.79 0.41 0.83 1.51 2.28 3.17 4.13 5.15 6.20 5.73 5.31 4.92 4.27 7.28 8.36 9.44 8 0.36 0.32 0.29 0.24 0.73 0.65 0.59 0.49 1.34 1.21 1.09 0.92 2.04 1.83 1.66 1.40 2.85 2.59 2.36 2.00 3.75 3.42 3.14 2.68 4.72 4.34 4.00 3.44 6.78 6.32 5.89 5.15 7.85 7.36 6.90 6.09 8.93 8.42 9 10 12 7.94 7.06 14 16 18 20 0.21 0.18 0.42 0.37 0.33 0.29 1.21 1.06 0.95 0.85 1.74 1.53 1.37 1.24 2.33 2.06 1.84 1.67 3.01 2.67 2.39 2.16 3.75 3.33 3.00 4.55 4.06 3.66 3.33 5.41 4.85 4.38 3.99 6.31 5.68 5.15 4.70 0.79 0.16 0.15 0.70 0.62 0.56 2.72 TABLE J3.2 Nominal Strength of Fasteners and Threaded Parts, ksi (MPa) Nominal Tensile Strength, Fnt, ksi (MPa) Nominal Shear Strength in Bearing-Type Connections, Fny ksi (MPa)re Description of Fasteners A307 bolts 45 (310) 27 (188) Group A (e.g., A325) bolts, when threads are not excluded 90 (620) 54 (372) from shear planes Group A (e.g., A325) bolts, when threads are excluded 90 (620) 68 (457) from shear planes Group B (e.g., A490) bolts, when threads are not excluded from shear planes 113 (780) 68 (457) Group B (e.g., A490) bolts, when threads are excluded from shear planes 113 (780) 84 (579) TABLE J3.3 Nominal Hole Dimensions, in. Hole Dimensions Oversize (Dia.) Bolt Standard Short-Slot Long-Slot (Width x Length) Diameter, in. (Dia.) (Width x Length) 5/8 16 x /16 /16 x 14 5/8 11/16 13/16 1/16 x /8 11/16 x 1%16 34 13/6 15/6 13/16 x 1 13/16 x 17/ 7/8 15/6 15/16 x 1e 15/16 x 2/16 116 14 116 x 1/16 1/16 x 2% 21'% d+ hs d+/h6 (d+ e) x (d+ %) (d+he) x (2.5 x d)
Transcribed Image Text:(4)-3/4"0 A325 SSLT Bolts 5/16 5/16 PL1/2" - A36 Shear Plate W16X50 A992 - Beam 0.5" 3" 3@3"-9" 1.5" 5/16 3 Sides 5/16 5.5" (8)-3/4"0 A325 STD Bolts PL1/2"- A36- Flange Plate Table 7-6 Coefficients C for Eccentrically Loaded Bolt Groups Angle = 0° where Available strength of a bolt group, OR, or RS2 is determined with P- required foroe, Ryor Pa kips n = nominal strength per bolt, kips e - eccentricity of Pwith respect to centroid of bolt group, in. (not tabulated, may be determined by geometry) e= horizontal component of e in. S = bolt spacing, in. C - coefficient tabulated below R-Cxfn or LRFD ASD OP Crw Cr In Number of Bolts in One Vertical Row, n s in. e in. 2 4 6 8 10 11 12 1.18 0.88 0.69 0.56 0.48 2.23 1.75 1.40 1.15 0.97 3.32 2.81 2.36 2.01 1.73 4.39 3.90 3.40 2.96 2.59 5.45 4.98 4.47 6.48 6.06 5.56 5.05 4.57 7.51 7.12 6.64 6.13 5.63 8.52 8.17 7.72 7.22 6.70 9.53 9.21 8.78 10.5 10.2 9.84 9.38 8.87 11.5 11.3 10.9 10.4 9.96 4. 3.98 3.55 5. 8.30 7.79 0.41 0.83 1.51 2.28 3.17 4.13 5.15 6.20 5.73 5.31 4.92 4.27 7.28 8.36 9.44 8 0.36 0.32 0.29 0.24 0.73 0.65 0.59 0.49 1.34 1.21 1.09 0.92 2.04 1.83 1.66 1.40 2.85 2.59 2.36 2.00 3.75 3.42 3.14 2.68 4.72 4.34 4.00 3.44 6.78 6.32 5.89 5.15 7.85 7.36 6.90 6.09 8.93 8.42 9 10 12 7.94 7.06 14 16 18 20 0.21 0.18 0.42 0.37 0.33 0.29 1.21 1.06 0.95 0.85 1.74 1.53 1.37 1.24 2.33 2.06 1.84 1.67 3.01 2.67 2.39 2.16 3.75 3.33 3.00 4.55 4.06 3.66 3.33 5.41 4.85 4.38 3.99 6.31 5.68 5.15 4.70 0.79 0.16 0.15 0.70 0.62 0.56 2.72 TABLE J3.2 Nominal Strength of Fasteners and Threaded Parts, ksi (MPa) Nominal Tensile Strength, Fnt, ksi (MPa) Nominal Shear Strength in Bearing-Type Connections, Fny ksi (MPa)re Description of Fasteners A307 bolts 45 (310) 27 (188) Group A (e.g., A325) bolts, when threads are not excluded 90 (620) 54 (372) from shear planes Group A (e.g., A325) bolts, when threads are excluded 90 (620) 68 (457) from shear planes Group B (e.g., A490) bolts, when threads are not excluded from shear planes 113 (780) 68 (457) Group B (e.g., A490) bolts, when threads are excluded from shear planes 113 (780) 84 (579) TABLE J3.3 Nominal Hole Dimensions, in. Hole Dimensions Oversize (Dia.) Bolt Standard Short-Slot Long-Slot (Width x Length) Diameter, in. (Dia.) (Width x Length) 5/8 16 x /16 /16 x 14 5/8 11/16 13/16 1/16 x /8 11/16 x 1%16 34 13/6 15/6 13/16 x 1 13/16 x 17/ 7/8 15/6 15/16 x 1e 15/16 x 2/16 116 14 116 x 1/16 1/16 x 2% 21'% d+ hs d+/h6 (d+ e) x (d+ %) (d+he) x (2.5 x d)
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