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S- Section FIGURE P3.2-3 APL⅜x6tension member is steel is A36. Assume that A, A, and compute...
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate wit...
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate with 7/8 inch diameter, A307 bolts. The tension member is AS72 Grade 50 steel and the gusset plate is A36. Follow Figure 3. (a) Check all spacing and edge distance irements; (b) Compute the design strength based on shear and bearing; and (c) Compute the allowable strength based on shear and bearing. 23" 3" 3" С 9x 15...
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...
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 be connected to a %-inch thick gusset plate with one line of 3/4-inch- diameter bolts through the long legs. There will be four or more bolts in this Q1) line
Select a single-angle tension member of A36 steel to resist a...
2_...-3.5.1.3.5. 1 2 Q.4. A C7 x 9.8 tension member is connected to a 2/7-in.-thick gusset...
2_...-3.5.1.3.5. 1 2 Q.4. A C7 x 9.8 tension member is connected to a 2/7-in.-thick gusset plate. Both the member and the gusset plate are A36 steel C79.8 O o o a) (15%) Compute the available block shear strength of the tension member for LRFD b) (10%) Compute the available block shear strength of the gusset plate for LRFD t-217 Wh-diameter bolts
3. Design a tension member using a single angle of A36 steel with bolted connections (4...
3. Design a tension member using a single angle of A36 steel with bolted connections (4 bolts minimum). Loads are: 20 Kips DL, 15 Kips LL. The design must satisfy both LRFD and ASD requirements. Make any reasonable assumption in the design process.
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.
An L5x5x1/2 tension member of A588 steel is connected to a gusset plate with ¾-in diameter...
An L5x5x1/2 tension member of A588 steel is connected to a
gusset plate with ¾-in diameter bolts as shown in Figure 1. Assume
block shear is not a concern. Use the alternative value of U from
AISC Table D3.1
a.) The LRFD tension rupture strength (Pn) of the member
is?
b.) The LRFD tension strength (Pn) of the member is?
L5x5x22 OOOOOO 1S w befo-soprano-belim 5 spaces @ 3" - = 15" Figure 1
find LRFD design strengths and ASD allowable strengths. ignore block shear 3-25., Use A36 steel and...
find LRFD design strengths and ASD allowable
strengths. ignore block shear
3-25., Use A36 steel and 3/4-in bolts. (Ans. LRFD 110.8 k, ASD 73.7 k) a in 2 in 2 in 2 in 2 in 2 in 2 in 2 in 2 in FIGURE P3-25
Determine the available strength of the compression member shown in Figure P4.3-4, in each of the...
Determine the available strength of the compression member shown in Figure P4.3-4, in each of the following ways: a. Use AISC Equation E3-2 or E3-3. Compute both the design strength for LRFD and the allowable strength for ASD. b. Use Table 4-14 from Part 4 of the Manual. Compute both the design strength for LRFD and the allowable strength for ASD. FIGURE P4.3-4 15 HSS 10 x 6 x ASTM A500, Grade C steel
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...
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.
3. A C 9x15 is to be used as a tension member. The channel is bolted to a 5/8 in gusset plate with 7/8 inch diameter, A307 bolts. The tension member is AS72 Grade 50 steel and the gusset plate is A36. Follow Figure 3. (a) Check all spacing and edge distance irements; (b) Compute the design strength based on shear and bearing; and (c) Compute the allowable strength based on shear and bearing. 23" 3" 3" С 9x 15...
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 be connected to a %-inch thick gusset plate with one line of 3/4-inch- diameter bolts through the long legs. There will be four or more bolts in this Q1) line
Select a single-angle tension member of A36 steel to resist a...
2_...-3.5.1.3.5. 1 2 Q.4. A C7 x 9.8 tension member is connected to a 2/7-in.-thick gusset plate. Both the member and the gusset plate are A36 steel C79.8 O o o a) (15%) Compute the available block shear strength of the tension member for LRFD b) (10%) Compute the available block shear strength of the gusset plate for LRFD t-217 Wh-diameter bolts
3. Design a tension member using a single angle of A36 steel with bolted connections (4 bolts minimum). Loads are: 20 Kips DL, 15 Kips LL. The design must satisfy both LRFD and ASD requirements. Make any reasonable assumption in the design process.
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.
An L5x5x1/2 tension member of A588 steel is connected to a
gusset plate with ¾-in diameter bolts as shown in Figure 1. Assume
block shear is not a concern. Use the alternative value of U from
AISC Table D3.1
a.) The LRFD tension rupture strength (Pn) of the member
is?
b.) The LRFD tension strength (Pn) of the member is?
L5x5x22 OOOOOO 1S w befo-soprano-belim 5 spaces @ 3" - = 15" Figure 1
find LRFD design strengths and ASD allowable
strengths. ignore block shear
3-25., Use A36 steel and 3/4-in bolts. (Ans. LRFD 110.8 k, ASD 73.7 k) a in 2 in 2 in 2 in 2 in 2 in 2 in 2 in 2 in FIGURE P3-25
Determine the available strength of the compression member shown in Figure P4.3-4, in each of the following ways: a. Use AISC Equation E3-2 or E3-3. Compute both the design strength for LRFD and the allowable strength for ASD. b. Use Table 4-14 from Part 4 of the Manual. Compute both the design strength for LRFD and the allowable strength for ASD. FIGURE P4.3-4 15 HSS 10 x 6 x ASTM A500, Grade C steel
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...
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.
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