![(3] 2. A double angle shape (L5 x 3 x 5/16) is shown below. The steel is A36 and the holes are for in diameter bolts. Assume A = 0.75 An Ag of one angle-2.41 in. F-36 ksi and F-58 ksi. Determine the allowable strength. ㄧㄣㄒ Section](http://img.homeworklib.com/questions/456e5320-1d8c-11eb-a5df-ed1884c3e3af.png?x-oss-process=image/resize,w_560)
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(3] 2. A double angle shape (L5 x 3 x 5/16) is shown below. The steel...
In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to...
In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to tensile load, among which dead load T 120 kips and live load T-50 kips. The diameter of bolt hole is 1 in. in standard hole. The strength of A36 steel is Fy-36 ksi and Fu-58 ksi. 3/4. 1.51 2.5 2.5 Ag-3.5 ㎡ (One angle) 2L4x3% x1/2 1. Fig.2
In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to...
In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to tensile load, among which dead load T 120 kips and live load T-50 kips. The diameter of bolt hole is 1 in. in standard hole. The strength of A36 steel is Fy-36 ksi and Fu-58 ksi. 3/4. 1.51 2.5 2.5 Ag-3.5 ㎡ (One angle) 2L4x3% x1/2 1. Fig.2
please help solve these problems Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for the single-shear lap joint shown. The plates are ASTM A36 steel and t...
please help solve these problems
Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for the single-shear lap joint shown. The plates are ASTM A36 steel and the high-strength bolts are g-in.-diameter A325 bolts in stan- dard holes. Assume a bearing-type connection with threads excluded from the shear plane (A325-X) 19.2 Rework Problem 19.1 assuming a bearing-type connection with bolt threads in the shear plane (A325-N).
Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter = 7/8 in, A36 steel is used (Table 2-4 XN, A16 s 58 kse DO 3232 -in. bolts 19 (3) /8" bolts 3" bolt spacing (fy = 36 ksi P. 2-487 (Table 1-7) Ag = 2.50 in ² p. 1-48 - 1.00 in t. 3/8" And = [3.5"-(7/6" + /6")] (3/8") = 10.94 in? Ag. = (7.5") (2/6") - 2.81 in? Anu = [7.5...
advanced design metal structures PROBLEM: AN ANGLE WITH STAGGERED FASTENERS IN EACH LEG IS SHOWN. A-36...
advanced design metal structures
PROBLEM: AN ANGLE WITH STAGGERED FASTENERS IN EACH LEG IS SHOWN. A-36 STEEL IS USED AND HOLES ARE FOR 7/8" DIAMETER BOLTS. a} DETERMINE THE DESIGN STRENGTH USING LRFD APPROACH. b} WHAT WILL BE THE ALLOWABLE STRENGTH USING ASD METHOD? 24" 2 4 a 16 O ob 26 1 - oC 1 46") F--------- 0 0 0 o 311 o od L8 x 6 x 8:
can i have this one solved by using AISC steel manual plzzzz? Problem 1. A lap...
can i have this one solved by using AISC steel manual
plzzzz?
Problem 1. A lap connection shown below should carry the factored axial load of 120 kips. The plates 3/8 x 7 and 5/16 x 7 are made of A36 (Fu=58 ksi) steel. Design the bolted connection: (a) Select bolt material and diameter: (b) Determine number of bolts using shear capacity of bolt; (c) Place the bolts with min/max requirements; (d) Calculate the bearing strength of bolts and determine...
S- Section FIGURE P3.2-3 APL⅜x6tension member is steel is A36. Assume that A, A, and compute...
S- Section FIGURE P3.2-3 APL⅜x6tension member is steel is A36. Assume that A, A, and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. 32-4 APLx6 tension member is welded to a gusset plate as shown in Figure P3.2-4. The :and compute 3.2-4 ameter bolts, as shown A,A, and compute the FIGURE P3.2-4 ion member shown in Figure P3.2.5 is a PL tax 8 of A36 steel. The mem- ted to a gusset plate...
5. Using AISC Steel Construction Manual, find the following design strengths of 1-inch Group A bolts on A36 gusset plates, type N, with STD holes, 3" bolt spacing and 2" edge distance: (5...
5. Using AISC Steel Construction Manual, find the following design strengths of 1-inch Group A bolts on A36 gusset plates, type N, with STD holes, 3" bolt spacing and 2" edge distance: (5 points) a. Shear Strength of Bolts in Single Shear Connections b. Shear Strength of Bolts in Double Shear Connections c. Tensile Strength of Bolts d. Bearing Strength at Bolt Holes for Inner Bolts e. Bearing Strength at Bolt Holes for Edge Bolts
5. Using AISC Steel Construction...
UITVE 3) Column AB is made from a steel pipe filled with high strength concrete. The...
UITVE 3) Column AB is made from a steel pipe filled with high strength concrete. The pipe has an outer diameter of 10" and an inner diameter of 8". Determine the maximum allowable floor loadings, P. The steel and concrete strengths are 38 ksi and 5 ksi, respectively. The modulus of elasticity for high strength concrete is 42 x 10 ksi and for A-36 steel is 29 x 10'ksi :: 9 in. T in. 10 ft Section a-a Section a-a...
A double-angle tension member, 2L 3x2x 1/4, is subjected to a dead load of 12 kips
A double-angle tension member, 2L 3x2x 1/4, is subjected to a dead load of 12 kips, and a live load of 36 kips. It is connected to a gusset plate with one line of 3/4-inch-diameter bolts through the long legs. Is this member safe? Assume U=0.85. Fy =36 ksi and Fu = 58 ksi.
In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to tensile load, among which dead load T 120 kips and live load T-50 kips. The diameter of bolt hole is 1 in. in standard hole. The strength of A36 steel is Fy-36 ksi and Fu-58 ksi. 3/4. 1.51 2.5 2.5 Ag-3.5 ㎡ (One angle) 2L4x3% x1/2 1. Fig.2
In Fig. 2, the double angle 21.4 x 3 ½ x1/2 of A36 is subject to tensile load, among which dead load T 120 kips and live load T-50 kips. The diameter of bolt hole is 1 in. in standard hole. The strength of A36 steel is Fy-36 ksi and Fu-58 ksi. 3/4. 1.51 2.5 2.5 Ag-3.5 ㎡ (One angle) 2L4x3% x1/2 1. Fig.2
please help solve these problems
Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for the single-shear lap joint shown. The plates are ASTM A36 steel and the high-strength bolts are g-in.-diameter A325 bolts in stan- dard holes. Assume a bearing-type connection with threads excluded from the shear plane (A325-X) 19.2 Rework Problem 19.1 assuming a bearing-type connection with bolt threads in the shear plane (A325-N).
Section 19.4 High-Strength Bolted Connections 19.1 Compute the allowable tensile load for...
2. (30 pts) Determine the block shear strength of the tension member shown below. Bolts diameter = 7/8 in, A36 steel is used (Table 2-4 XN, A16 s 58 kse DO 3232 -in. bolts 19 (3) /8" bolts 3" bolt spacing (fy = 36 ksi P. 2-487 (Table 1-7) Ag = 2.50 in ² p. 1-48 - 1.00 in t. 3/8" And = [3.5"-(7/6" + /6")] (3/8") = 10.94 in? Ag. = (7.5") (2/6") - 2.81 in? Anu = [7.5...
advanced design metal structures
PROBLEM: AN ANGLE WITH STAGGERED FASTENERS IN EACH LEG IS SHOWN. A-36 STEEL IS USED AND HOLES ARE FOR 7/8" DIAMETER BOLTS. a} DETERMINE THE DESIGN STRENGTH USING LRFD APPROACH. b} WHAT WILL BE THE ALLOWABLE STRENGTH USING ASD METHOD? 24" 2 4 a 16 O ob 26 1 - oC 1 46") F--------- 0 0 0 o 311 o od L8 x 6 x 8:
can i have this one solved by using AISC steel manual
plzzzz?
Problem 1. A lap connection shown below should carry the factored axial load of 120 kips. The plates 3/8 x 7 and 5/16 x 7 are made of A36 (Fu=58 ksi) steel. Design the bolted connection: (a) Select bolt material and diameter: (b) Determine number of bolts using shear capacity of bolt; (c) Place the bolts with min/max requirements; (d) Calculate the bearing strength of bolts and determine...
S- Section FIGURE P3.2-3 APL⅜x6tension member is steel is A36. Assume that A, A, and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. 32-4 APLx6 tension member is welded to a gusset plate as shown in Figure P3.2-4. The :and compute 3.2-4 ameter bolts, as shown A,A, and compute the FIGURE P3.2-4 ion member shown in Figure P3.2.5 is a PL tax 8 of A36 steel. The mem- ted to a gusset plate...
5. Using AISC Steel Construction Manual, find the following design strengths of 1-inch Group A bolts on A36 gusset plates, type N, with STD holes, 3" bolt spacing and 2" edge distance: (5 points) a. Shear Strength of Bolts in Single Shear Connections b. Shear Strength of Bolts in Double Shear Connections c. Tensile Strength of Bolts d. Bearing Strength at Bolt Holes for Inner Bolts e. Bearing Strength at Bolt Holes for Edge Bolts
5. Using AISC Steel Construction...
UITVE 3) Column AB is made from a steel pipe filled with high strength concrete. The pipe has an outer diameter of 10" and an inner diameter of 8". Determine the maximum allowable floor loadings, P. The steel and concrete strengths are 38 ksi and 5 ksi, respectively. The modulus of elasticity for high strength concrete is 42 x 10 ksi and for A-36 steel is 29 x 10'ksi :: 9 in. T in. 10 ft Section a-a Section a-a...
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