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Pleqse show details and formulas. Select a single-angle tension member of A36 steel to resist a dead load of 20 kips and a live load of 50 kips. The length of the member is 20 feet, and it will...
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.
Design a tension member and its connection for the following conditions: . Length 15 feet ....
Design a tension member and its connection for the following conditions: . Length 15 feet . The connection will be to a Vs-inch-thick gusset plate 3 All structural steel is A36 The connection will be bolted. Slip is not permitted . Service dead load 45 kips and service live load 105 kips Select a double-angle section with unequal legs, long legs back-to-back. Provide a complete sketch showing all information needed for the fab- rication of the connection. a. Use LRFD
which has l A single angle tension member,Ladx3/8 kength of 7 and o'% as show bl, is made from A36 steel is connect to 3/8-in thickness ckness gust plate are 28 kips dead load and 20 kips usi...
which has l A single angle tension member,Ladx3/8 kength of 7 and o'% as show bl, is made from A36 steel is connect to 3/8-in thickness ckness gust plate are 28 kips dead load and 20 kips using LRFD method and AISC )." The wrvice loads are 28 kips The servive By live load yewifivations determine the followings ) The adeyuacy of this member 2) Check Ar slenderness /s" PL
which has l A single angle tension member,Ladx3/8 kength of...
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension...
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension member of A36 steel to resist the following service loads: dead load- 60 kips, live load 120 kips, and wind load = 50 kips. The member will be connected through one leg with 3/4-in diameter bolts in two lines and four or more bolts in each line (see figure below). Assume that the bolts are aligned and shear block failure is prevented. The member...
30 pt Select the lightest angular to support a live load LL- 50 Kips and a dead load DL30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and...
30 pt Select the lightest angular to support a live load LL- 50 Kips and a dead load DL30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and 3 in as the distance between bolts in the load direction. Use A36 The length of the angular is 28 ft. (ignore block shear) Angular wPlate
30 pt Select the lightest angular to support a live load LL- 50 Kips...
Steel Design 2. (50 pts) Design an A36-steel tension member 16 ft long consisting of two...
Steel Design
2. (50 pts) Design an A36-steel tension member 16 ft long consisting of two channels, bolted through their webs to a single 1 inch gusset plate, to transmit 75 kips DL and 93 kips LL. The bolts are 7/8 in. Bolt spacing 4 inch and bolt edge distance 3 inch. In addition to checking block shear in the channels, design the thickness of the gusset plate to resist block shear.
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load...
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load T=200 kips, and wind load T =500 kips. The double angle is connected to a 3/8" gusset plate with four A325-X bolt with diameter of /4" in standard bolt holes as shown in the figure below. Determine whether the double angle with such a connection can resist the given load or not. The double angle is 2L4x4x1/4. One angle's gross cross-sectional area A =1.94...
30 pt Select the lightest angular to support a live load LL- 50 Kips and a...
30 pt Select the lightest angular to support a live load LL- 50 Kips and a dead load DL30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and 3 in as the distance between bolts in the load direction. Use A36 The length of the angular is 28 ft. (ignore block shear) Angular wPlate
Design a slip-critical bolted connection for the following conditions: • All structural steel is A36 •...
Design a slip-critical bolted connection for the following conditions: • All structural steel is A36 • Length = 10 ft. • The tension member is 2L7 x 4 x 7/16 LLBB. • The connection will be to a 3/8-inch-thick gusset plate • Service dead load = 50 kips and service live load = 100 kips. Provide a complete sketch showing all information needed for the fabrication of the connection. Use LRFD.
assume 7/8 Select the lightest angular to support a live load LL=60 Kips and a dead...
assume 7/8
Select the lightest angular to support a live load LL=60 Kips and a dead load DL= 30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and 2 in, as the distance between bolts in the load direction. Use A992 Gr 50. The length of the angular is 24 ft. (ignore block shear) Angular >1 Plate
Design a tension member and its connection for the following conditions: . Length 15 feet . The connection will be to a Vs-inch-thick gusset plate 3 All structural steel is A36 The connection will be bolted. Slip is not permitted . Service dead load 45 kips and service live load 105 kips Select a double-angle section with unequal legs, long legs back-to-back. Provide a complete sketch showing all information needed for the fab- rication of the connection. a. Use LRFD
which has l A single angle tension member,Ladx3/8 kength of 7 and o'% as show bl, is made from A36 steel is connect to 3/8-in thickness ckness gust plate are 28 kips dead load and 20 kips using LRFD method and AISC )." The wrvice loads are 28 kips The servive By live load yewifivations determine the followings ) The adeyuacy of this member 2) Check Ar slenderness /s" PL
which has l A single angle tension member,Ladx3/8 kength of...
4) Find the most efficient (i.e., with the smallest weight per unit length) single angle tension member of A36 steel to resist the following service loads: dead load- 60 kips, live load 120 kips, and wind load = 50 kips. The member will be connected through one leg with 3/4-in diameter bolts in two lines and four or more bolts in each line (see figure below). Assume that the bolts are aligned and shear block failure is prevented. The member...
30 pt Select the lightest angular to support a live load LL- 50 Kips and a dead load DL30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and 3 in as the distance between bolts in the load direction. Use A36 The length of the angular is 28 ft. (ignore block shear) Angular wPlate
30 pt Select the lightest angular to support a live load LL- 50 Kips...
Steel Design
2. (50 pts) Design an A36-steel tension member 16 ft long consisting of two channels, bolted through their webs to a single 1 inch gusset plate, to transmit 75 kips DL and 93 kips LL. The bolts are 7/8 in. Bolt spacing 4 inch and bolt edge distance 3 inch. In addition to checking block shear in the channels, design the thickness of the gusset plate to resist block shear.
Problem 2: The double angle is subject to tension load, dead load T,=400 kips, live load T=200 kips, and wind load T =500 kips. The double angle is connected to a 3/8" gusset plate with four A325-X bolt with diameter of /4" in standard bolt holes as shown in the figure below. Determine whether the double angle with such a connection can resist the given load or not. The double angle is 2L4x4x1/4. One angle's gross cross-sectional area A =1.94...
30 pt Select the lightest angular to support a live load LL- 50 Kips and a dead load DL30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and 3 in as the distance between bolts in the load direction. Use A36 The length of the angular is 28 ft. (ignore block shear) Angular wPlate
Design a slip-critical bolted connection for the following conditions: • All structural steel is A36 • Length = 10 ft. • The tension member is 2L7 x 4 x 7/16 LLBB. • The connection will be to a 3/8-inch-thick gusset plate • Service dead load = 50 kips and service live load = 100 kips. Provide a complete sketch showing all information needed for the fabrication of the connection. Use LRFD.
assume 7/8
Select the lightest angular to support a live load LL=60 Kips and a dead load DL= 30 Kips. The angular will be connected to a gusset plate through bolts. Use at least three bolts in one line and 2 in, as the distance between bolts in the load direction. Use A992 Gr 50. The length of the angular is 24 ft. (ignore block shear) Angular >1 Plate
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