Homework Answers
21. Answer C
Bid bonds are submitted with a tender to secure the tender's commitment to commence the contract, if given.
22. Answer C
A brick veneer wall is non structural element in which brick layers are put on outside surface and is backed by air cavity.
23. Answer C.
Quantity take mainly focus on estimation of quantities that establishes cost and unit of measure for labor and equipment cost. In concrete wall, mainly it's the quantity of concrete that is precisely calculated.
25. Answer E
It is 21 inch wide flange beam with weight equal to 62*25 = 1550 lb.
26. Answer D
Since the brick veneer wall is non structural element, it requires structural support from structural frame members.
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21. To guarantee that if the contractor is offered the contract, he/she will sign the c...
12. A slab on grade measures 120 long x 60" wide x 2' 6" thick. What is the cost to form the slab...
12. A slab on grade measures 120 long x 60" wide x 2' 6" thick. What is the cost to form the slab if formwork costs S1 per square foot of contact area? A. $72 B.S90 C.S162 D.S180 13. A place concrete' activity requires the placement of 2,080 cubic yards. If the individual production rate is 2 cubic yards per workhour per person, with a 10-person crew and 8-hour workday, how many days are needed to complete this activity? A....
1) Find minimum depth. Assuming it does not support partitions likely to be damaged. 2) If...
1) Find minimum depth. Assuming it does not support partitions
likely to be damaged.
2) If the beam were to fail in bond, the cracks (relative to the
plane defined by the longitudinal steel) will most likely be:
A. Vertical
B. Horizontal
C. Combination of vertical and horizontal
D. Inclined
E. None of the above
3) Find the spacing of the #3 U stirrups corresponding to a
design shear of 100 k
A 12 ft cantilever beam 21 in. wide...
1. Womens Assistant Basketball Coach Jayci Stone is in charge of buildin addition to the Weight R...
1. Womens Assistant Basketball Coach Jayci Stone is in charge of buildin addition to the Weight Room at the ICE (densest) materials for the roof framing. After watching lots of film with her star players, she decides on Open Web Steel Joists (Ba the short dimension, welded to W 16 x 89 steel beams on the north end and 7/8" x 6 3/4" x 24" steel bearing plates (embedded in concrete block bond beams) on the south end. So what...
2 kN/m Question 3 (6 pts.) lmIII The timber (E-15 GPa) section below is used c...
2 kN/m Question 3 (6 pts.) lmIII The timber (E-15 GPa) section below is used c as a cantilever beam to support the loading seen at left. Determine the spacing of the nails necessary to prevent failure in shear. 250 mm 120 mm Wide-Flange Sections or W Shapes-U.S. Customary Units Web Flange Flange Area Depth thickness width thickness in. in. 94 27.7 2430515 907 0.875 2700222 9.87 109 24.0 1.98 24 x 76 | 224 | 239 | 140 |...
How do I solve this? Problem 2(50 points) The roof of the Edwin A. Stevens building...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
if you cant do it all solve the first page Problem (4) F7/h8 PCD 60 25...
if you cant do it all solve the first page
Problem (4) F7/h8 PCD 60 25 82 H8 & Find dimension A and its tolerances. b- Fill the contents of the following table regarding the above shaft connection No. Part name No. off Material Specification (for standard parts) c. Write the type of fit between the following parts: Parts No. 1 & 2 Parts No.1 & 3 Parts No.1 & 5 Type of fit Fit designation d. Propose (with explanation)...
Auge Steel Framing Details 1. Complete all light g auge steel componente ir the following wall se...
auge Steel Framing Details 1. Complete all light g auge steel componente ir the following wall section, including floor joists, wall studs, roof rafters, and required clips angles, stiffeners, and fasteners. Label all components. Roof sheathing Wall sheathing 。 Interior wallboard Subflooring Foundation 103 Scale: l square =2" (50 mm) Name: necessity of cutting holes in m on the construction ste 12.11. 12.15). Thack etions a sed for top and bottom plates, e construction, shemperature that col tural shapes. Prers...
(100 points) Water at 25°C is pumped at a rate of 0.075m's from a reservoir 20m above a pump to a free 1....
(100 points) Water at 25°C is pumped at a rate of 0.075m's from a reservoir 20m above a pump to a free 1. discharge (this means discharged to atmosphere) 35m above the pump. The pressure on the intake side of the pump is 150kPa and the pressure on the discharge side of the pump is 450kPa. The pipe between the reservoir and the pump is 3 meters of Sin diameter cast iron. From the pump to the discharge the pipe...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided as necessary): Which one of the following characteristics makes a W-beam "optimal" (as i. assumed for this class)? a narrowest flange width largest section modulus lightest weight shallowest depth d. Ir the beam is bent about horizontal x-x avis and requires a minimum section modulus of 43.4 in', which of the following beams would make the "short list"? (For this question only, mark all...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W an...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90...
12. A slab on grade measures 120 long x 60" wide x 2' 6" thick. What is the cost to form the slab if formwork costs S1 per square foot of contact area? A. $72 B.S90 C.S162 D.S180 13. A place concrete' activity requires the placement of 2,080 cubic yards. If the individual production rate is 2 cubic yards per workhour per person, with a 10-person crew and 8-hour workday, how many days are needed to complete this activity? A....
1) Find minimum depth. Assuming it does not support partitions
likely to be damaged.
2) If the beam were to fail in bond, the cracks (relative to the
plane defined by the longitudinal steel) will most likely be:
A. Vertical
B. Horizontal
C. Combination of vertical and horizontal
D. Inclined
E. None of the above
3) Find the spacing of the #3 U stirrups corresponding to a
design shear of 100 k
A 12 ft cantilever beam 21 in. wide...
1. Womens Assistant Basketball Coach Jayci Stone is in charge of buildin addition to the Weight Room at the ICE (densest) materials for the roof framing. After watching lots of film with her star players, she decides on Open Web Steel Joists (Ba the short dimension, welded to W 16 x 89 steel beams on the north end and 7/8" x 6 3/4" x 24" steel bearing plates (embedded in concrete block bond beams) on the south end. So what...
2 kN/m Question 3 (6 pts.) lmIII The timber (E-15 GPa) section below is used c as a cantilever beam to support the loading seen at left. Determine the spacing of the nails necessary to prevent failure in shear. 250 mm 120 mm Wide-Flange Sections or W Shapes-U.S. Customary Units Web Flange Flange Area Depth thickness width thickness in. in. 94 27.7 2430515 907 0.875 2700222 9.87 109 24.0 1.98 24 x 76 | 224 | 239 | 140 |...
How
do I solve this?
Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...
if you cant do it all solve the first page
Problem (4) F7/h8 PCD 60 25 82 H8 & Find dimension A and its tolerances. b- Fill the contents of the following table regarding the above shaft connection No. Part name No. off Material Specification (for standard parts) c. Write the type of fit between the following parts: Parts No. 1 & 2 Parts No.1 & 3 Parts No.1 & 5 Type of fit Fit designation d. Propose (with explanation)...
auge Steel Framing Details 1. Complete all light g auge steel componente ir the following wall section, including floor joists, wall studs, roof rafters, and required clips angles, stiffeners, and fasteners. Label all components. Roof sheathing Wall sheathing 。 Interior wallboard Subflooring Foundation 103 Scale: l square =2" (50 mm) Name: necessity of cutting holes in m on the construction ste 12.11. 12.15). Thack etions a sed for top and bottom plates, e construction, shemperature that col tural shapes. Prers...
(100 points) Water at 25°C is pumped at a rate of 0.075m's from a reservoir 20m above a pump to a free 1. discharge (this means discharged to atmosphere) 35m above the pump. The pressure on the intake side of the pump is 150kPa and the pressure on the discharge side of the pump is 450kPa. The pipe between the reservoir and the pump is 3 meters of Sin diameter cast iron. From the pump to the discharge the pipe...
CRBEMENo 6 (16 points) Answer the following questions about rolled steel W-beams (use the sable provided as necessary): Which one of the following characteristics makes a W-beam "optimal" (as i. assumed for this class)? a narrowest flange width largest section modulus lightest weight shallowest depth d. Ir the beam is bent about horizontal x-x avis and requires a minimum section modulus of 43.4 in', which of the following beams would make the "short list"? (For this question only, mark all...
40kN Uniform Load W kN/m X Span L L/2 Figure 1 SPAN L 6 W 11Kn/m Beam is 200 UB 18.2 Use the diagram above and the W and L values assigned to you to: a) Use your shear force diagram to calculate the Maximum longitudinal Shear Stress and where it occ Ccurs. b) Calculate the longitudinal Shear Stress at d/4 from the neutral axis. Check Figures 283 below this table BENDING MOMENT DIAGLAM Kp/m f:40 zm 7.5 KN-M 90...
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