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Steel Design Step by step please
Problem. A WT12x88 has the boundary conditions shown below. It...
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...
Can you help me for this Steel Design problem? I. Using Grade 50 steel, calculate the...
Can you help me for this Steel Design problem?
I. Using Grade 50 steel, calculate the factored bending moment capacity (% Mn) for a W18x50 section. Assume Cb 1.75. The unbraced lengths are: (a) 5 ft (b) 9 ft (c) 12 ft (d) 18 ft (e) 20 ft () 30 ft
Problem 4. Design of a steel truss member Given: A tie in the bottom chord of...
Problem 4. Design of a steel truss member Given: A tie in the bottom chord of a truss has a design load of 62.4 kips, in tension. 1. Find: What is the minimum area for this member, if it is Grade 50 steel?
Problem 1: The column has 6 #9 bars with 3 bars on each side separated 14"...
Problem 1: The column has 6 #9 bars with 3 bars on each side separated 14" center-to-center. fc = 4 ksi, fy = 60 ksi. With bending about the y axis: (a) What is the maximum factored axial force, (Pwmax, that it can carry if analysis has shown that the bending moment is negligibly small? (b) What is the maximum factored bending moment, My, that it can carry together with the load (Pmax determined in (a) above? max b= 14"...
11. (10 points) Check to determine if a W14x159 used as a column can support an...
11. (10 points) Check to determine if a W14x159 used as a column can support an axial dead load of 250k and an axial live load of 1000k if the length of the column is 14 feet and the value of G for Joint A has been determined to be 0.8. Use the LRFD Design Method and assume that the columns are bending about their y axis as shown. (Hint: The answer is in the Manual) W14x159 Fixed Base at...
Please try to answer all the parts of the question correctly and with the best of your availability to get a thumbs up. Thanks. Problem 3 : Interaction Diagrams -A short column is subje cted to a fac...
Please try to answer all the parts of the question correctly and
with the best of your availability to get a thumbs up. Thanks.
Problem 3 : Interaction Diagrams -A short column is subje cted to a factored axial load of Pu-850 kips. The concrete has a compressive strength of 4 ksi and grade 60 steel is used. Use the interaction diagrams (where appropriate to answer the following): A. If the column is designed as a tied column, determine the...
Please answer by posting a screen shot for #4 of your Ansys Workbench results 3. The...
Please answer by posting a screen shot for #4 of your Ansys
Workbench results
3. The structural steel beam shown below has a length e = 200” and is subjected to an axial force, F = 20,000 lbs, and a transverse line pressure load of p = 2 lb/in. The base of the beam is 1" and its height is 3”. All units shown are in inches. Using beam elements, create a "z symmetry FE model of the beam and...
steel design Problem 3: A W 410 x 46.1 is connected at its ends with 12.5...
steel design
Problem 3: A W 410 x 46.1 is connected at its ends with 12.5 mm plates at both flanges with 6 M 22 bolts at each flange, as shown in figure. If the member is made of steel A36, determine its factored tensile resistance based on; 1- Yielding on Ag 2- Fracture on Ae 3- Block shear rupture. 丰丰丰 丰丰丰 W 410 x 46.1 Given that for W 410 x 46.1 Ag = 5890 mm2, t f= 11.2...
4. (a) Design a bolted joint to join the two members shown in the figure below. Specify the number of bolts, the pattern, the bolt grade, and the bolt size 8 x4 x 12 Box sect 4 in 6in 0.50 in ty...
4. (a) Design a bolted joint to join the two members shown in the figure below. Specify the number of bolts, the pattern, the bolt grade, and the bolt size 8 x4 x 12 Box sect 4 in 6in 0.50 in typical 0.50 plate 12 000 lb P (b). Two steel plates are joined using 3/8-inch parallel-loaded fillet welds. The yield strength, Sy, and the length of the welds are known. The design factor is 3.5. Determine the maximum tensile...
Problem 2: Design of T-beam Calculate the reinforcing required for the T-beam system below 22 30 ...
reinforced concrete design
Problem 2: Design of T-beam Calculate the reinforcing required for the T-beam system below 22 30 15 15 10'0 10'0 10 0 1 of 2 live load is 400 lbf/ft2 and use the dimensions shown in the figure. (a) Calculate the maximum factored moment (note: remember to include the self-weight of slab and beams) (b) Determine the effective flange width (c) Check if a
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...
Can you help me for this Steel Design problem?
I. Using Grade 50 steel, calculate the factored bending moment capacity (% Mn) for a W18x50 section. Assume Cb 1.75. The unbraced lengths are: (a) 5 ft (b) 9 ft (c) 12 ft (d) 18 ft (e) 20 ft () 30 ft
Problem 4. Design of a steel truss member Given: A tie in the bottom chord of a truss has a design load of 62.4 kips, in tension. 1. Find: What is the minimum area for this member, if it is Grade 50 steel?
Problem 1: The column has 6 #9 bars with 3 bars on each side separated 14" center-to-center. fc = 4 ksi, fy = 60 ksi. With bending about the y axis: (a) What is the maximum factored axial force, (Pwmax, that it can carry if analysis has shown that the bending moment is negligibly small? (b) What is the maximum factored bending moment, My, that it can carry together with the load (Pmax determined in (a) above? max b= 14"...
11. (10 points) Check to determine if a W14x159 used as a column can support an axial dead load of 250k and an axial live load of 1000k if the length of the column is 14 feet and the value of G for Joint A has been determined to be 0.8. Use the LRFD Design Method and assume that the columns are bending about their y axis as shown. (Hint: The answer is in the Manual) W14x159 Fixed Base at...
Please try to answer all the parts of the question correctly and
with the best of your availability to get a thumbs up. Thanks.
Problem 3 : Interaction Diagrams -A short column is subje cted to a factored axial load of Pu-850 kips. The concrete has a compressive strength of 4 ksi and grade 60 steel is used. Use the interaction diagrams (where appropriate to answer the following): A. If the column is designed as a tied column, determine the...
Please answer by posting a screen shot for #4 of your Ansys
Workbench results
3. The structural steel beam shown below has a length e = 200” and is subjected to an axial force, F = 20,000 lbs, and a transverse line pressure load of p = 2 lb/in. The base of the beam is 1" and its height is 3”. All units shown are in inches. Using beam elements, create a "z symmetry FE model of the beam and...
steel design
Problem 3: A W 410 x 46.1 is connected at its ends with 12.5 mm plates at both flanges with 6 M 22 bolts at each flange, as shown in figure. If the member is made of steel A36, determine its factored tensile resistance based on; 1- Yielding on Ag 2- Fracture on Ae 3- Block shear rupture. 丰丰丰 丰丰丰 W 410 x 46.1 Given that for W 410 x 46.1 Ag = 5890 mm2, t f= 11.2...
4. (a) Design a bolted joint to join the two members shown in the figure below. Specify the number of bolts, the pattern, the bolt grade, and the bolt size 8 x4 x 12 Box sect 4 in 6in 0.50 in typical 0.50 plate 12 000 lb P (b). Two steel plates are joined using 3/8-inch parallel-loaded fillet welds. The yield strength, Sy, and the length of the welds are known. The design factor is 3.5. Determine the maximum tensile...
reinforced concrete design
Problem 2: Design of T-beam Calculate the reinforcing required for the T-beam system below 22 30 15 15 10'0 10'0 10 0 1 of 2 live load is 400 lbf/ft2 and use the dimensions shown in the figure. (a) Calculate the maximum factored moment (note: remember to include the self-weight of slab and beams) (b) Determine the effective flange width (c) Check if a
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