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It shear force in this bracket? Use a Group A(N) and design the size of the bolt. az) What is the max Bol 10 kips 2 2 It shear force in this bracket? Use a Group A(N) and design the size of...
The load on the bracket plate consists of a service dead load of 22 kips and a service live load ...
The load on the bracket plate consists of a service dead load of 22 kips and a service live load of 44 kips. What diameter Group A bearing-type bolt is required? Use an elastic analysis and assume that the bearing strengths of the bracket and the column flange are adequate. a. Use LRFD. b. Use ASD 1/2 3" 3" 3" 3" 1%', 3 determine the required size if slip is permitted. The 10-kip load consists of 2.5 kips of service...
This is a nice design-style problem. Max shear will be 5 kips and max M 32.5...
This is a nice design-style problem. Max shear will be 5 kips and max M 32.5 k-ft (plot V and M to show this). Centroid is 8.700 inches up from base, l-162.51in4, max bending stress (at bottom of section, in tension) is 20.9 ksi, and max shear (at centroid) is 1.164 ksi. 19. The simply supported tee beam in orts a uniformly distributed downward itt over its central 10 ft. Its cross-sectional d Prob 6.10-19. ofw I kip/ft it kip/...
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...
Problem 7 (10 pts) For the beam shown below, design stirrups based on the shear force...
Problem 7 (10 pts) For the beam shown below, design stirrups based on the shear force at the critical section for shear design and find the region where stirrups are NOT needed according to ACI code. [Do not need to add selfweight] 36 D 1.4 kips/ft L-1.5 kips/ft 17 14 25 ft 12
I just need help with part 2. Use the graphical method to construct the shear-force and...
I just need help with part 2.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W A B с D E b d For this loading, calculate the reaction forces Ay...
Help is much appreciated. Please use any necessary Part Charts or Part Schedules to choose an appropriate bolt size fo...
Help is much appreciated. Please use any necessary Part
Charts or Part Schedules to choose an appropriate bolt size for the
problem. Please, be as detailed as you can be, in both the
description of your analysis and calculations. Thank you in
advance.
A satellite component is in the shape of a cube with 10cm edges, has an evenly distributed mass of 2 kg and one bolt hole at each of four corners. If the maximum predicted random vibration environment...
(a) What is the force per meter (in N/m) on a lightning bolt at the equator...
(a) What is the force per meter (in N/m) on a lightning bolt at the equator that carries 19,630 A perpendicular to the Earth's 3.00 x 10-5 T field? N/m (b) What is the direction of the force if the current is straight up and the Earth's field direction is due north, parallel to the ground? ---Select- A wire carrying a 35.0 A current passes between the poles of a strong magnet such that the wire is perpendicular to the...
What is the maximum shear force in the beam in pounds? Group of answer choices 9,140...
What is the maximum shear force in the beam in pounds? Group of answer choices 9,140 1,100 1,125 9,350 8000 lb 8000 lb 160 lb\ft 200 Ib\ft N R2 R1
Design of Machine Elements (Spring 2019) Name: 1. Known: A gear exepts the same known force...
Design of Machine Elements (Spring 2019) Name: 1. Known: A gear exepts the same known force on each of two geometrically different steel shafts supported by self- aligning bearings at A and B. Find: Draw shear and bending moment diagrams for each shaft. Schematic and Given Data: 100 N 100 N +200- 300 +200- 300— 140 50 N 2. Known: A know maximum normal stress is produced by a bending moment. Find: Determine the value of bending moment • In...
Please show solution for O step by step, use data and ansers for N as given (O)For the bolt of question (N) above, what is the required tightening torque? Answer Box: Torque 141 lb-in Total Clam...
Please show solution for O step by step, use data and ansers
for N as given
(O)For the bolt of question (N) above, what is the required tightening torque? Answer Box: Torque 141 lb-in Total Clamping Force: F,-| 12,000 |lb Number of Bolts: N- Percentage of Proof Strength: PP- 75% SAE Grade 5 Steel Bolt Material Proof Strength of Bolt material: σ a 85,000 psi Lubrication Constant: K 0.15 Results Formula P FrIN Load on each Screw. P- 3000 b...
The load on the bracket plate consists of a service dead load of 22 kips and a service live load of 44 kips. What diameter Group A bearing-type bolt is required? Use an elastic analysis and assume that the bearing strengths of the bracket and the column flange are adequate. a. Use LRFD. b. Use ASD 1/2 3" 3" 3" 3" 1%', 3 determine the required size if slip is permitted. The 10-kip load consists of 2.5 kips of service...
This is a nice design-style problem. Max shear will be 5 kips and max M 32.5 k-ft (plot V and M to show this). Centroid is 8.700 inches up from base, l-162.51in4, max bending stress (at bottom of section, in tension) is 20.9 ksi, and max shear (at centroid) is 1.164 ksi. 19. The simply supported tee beam in orts a uniformly distributed downward itt over its central 10 ft. Its cross-sectional d Prob 6.10-19. ofw I kip/ft it kip/...
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...
Problem 7 (10 pts) For the beam shown below, design stirrups based on the shear force at the critical section for shear design and find the region where stirrups are NOT needed according to ACI code. [Do not need to add selfweight] 36 D 1.4 kips/ft L-1.5 kips/ft 17 14 25 ft 12
I just need help with part 2.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b=9.0 ft, c=5.0 ft, d=4.0 ft, w = 8 kips/ft and P = 75 kips. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. W A B с D E b d For this loading, calculate the reaction forces Ay...
Help is much appreciated. Please use any necessary Part
Charts or Part Schedules to choose an appropriate bolt size for the
problem. Please, be as detailed as you can be, in both the
description of your analysis and calculations. Thank you in
advance.
A satellite component is in the shape of a cube with 10cm edges, has an evenly distributed mass of 2 kg and one bolt hole at each of four corners. If the maximum predicted random vibration environment...
(a) What is the force per meter (in N/m) on a lightning bolt at the equator that carries 19,630 A perpendicular to the Earth's 3.00 x 10-5 T field? N/m (b) What is the direction of the force if the current is straight up and the Earth's field direction is due north, parallel to the ground? ---Select- A wire carrying a 35.0 A current passes between the poles of a strong magnet such that the wire is perpendicular to the...
Design of Machine Elements (Spring 2019) Name: 1. Known: A gear exepts the same known force on each of two geometrically different steel shafts supported by self- aligning bearings at A and B. Find: Draw shear and bending moment diagrams for each shaft. Schematic and Given Data: 100 N 100 N +200- 300 +200- 300— 140 50 N 2. Known: A know maximum normal stress is produced by a bending moment. Find: Determine the value of bending moment • In...
Please show solution for O step by step, use data and ansers
for N as given
(O)For the bolt of question (N) above, what is the required tightening torque? Answer Box: Torque 141 lb-in Total Clamping Force: F,-| 12,000 |lb Number of Bolts: N- Percentage of Proof Strength: PP- 75% SAE Grade 5 Steel Bolt Material Proof Strength of Bolt material: σ a 85,000 psi Lubrication Constant: K 0.15 Results Formula P FrIN Load on each Screw. P- 3000 b...
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