Simplified Engineering for Architects and Builders, 12/E (HB-2016)
12th Edition
ISBN: 9781118975046
Author: AMBROSE J
Publisher: Wiley,,Hoboken : Wiley, 2016
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Chapter 7.3, Problem 1P
To determine
Find the tensile force capacity for the bottom chord.
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Simplified Engineering for Architects and Builders, 12/E (HB-2016)
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- The Modulus of Elasticity is 30,000,000 for mild carbon steel. In the plastic state, the unit stress is 25000 psi. What is the strain? - 1.45 - 145.0 - 0.00083 - 1450.0arrow_forwardThe building is twenty-five feet by twenty five feet. The side line of the building and two corners along the line have been staked. What is the diagonal distance and the 90 degree distance to the other corners? - 35.36 feet and 35.36 feet - 25.00 feet and 35.36 feet - 35.36 feet and 25 feet - 25.00 feet and 25.00 feetarrow_forwardNEED HELP THANK YOU IN ADVACEarrow_forward
- NEED HELP THANK YOU IN ADVANCEarrow_forwardI have gotten this far but cant figure out how to do the slopes!! i need help finding the weight.arrow_forwardQuestion: Data: Total budget = $25,000 BCWS = $ 8,333 BCWP = $ 6,400 ACWP = $ 7,800 Project duration = 40 days Data date: 10 days 1) Perform the following analyses of the project based on the data given above. Cost Variance Schedule Variance 2) Plot an S-Curve and show CV and SV on it. Please submit only professional quality work 3) Interpret results to explain the project Please submit S-Curve and show CV and SV on it in a professional and clear graph.arrow_forward
- What are the advantages and disadvanatges of accelerating a construction schedule by stacking trades on top of each other?arrow_forwardDetermine forces in members BC, GF and CG and nature of forces 9 m D 4 m C 4m 500 F 4 kN 6 kN 4 m 3 m B3 G E Assignment-2 Aarrow_forwardFind forces in all members of the truss shown in Fig. Also find reactions at supports. 12 kN 20 kN ΙΟΧΟΙΟΙ 2 m 2 m 2 m 3 m C G E 4 m B Determine forces in members BC, GF and CG and nature of forces 9 m D 4 m C 4 m F 4 kN 6 kN 4 m 3 m B3 C E Assignment-2arrow_forward
- Part 3: Problem-Solving. Solve the following problems. Show all calculations. 1. A retaining wall 5.80m high supports soil that has the following properties: Unit weight = 17.3 kN/m³ Angle of internal friction = 26 deg. Cohesion = 14.5 kPa a) Calculate the normal pressure acting at the back of the wall assuming no tensile crack occurs in the soil. b) Find the location of the tensile crack measured from the surface of horizontal backfill. c) Determine the active pressure acting on the wall in tensile crack occurs in the soil. 2. The soil material is supported by a retaining wall to a height of 6m. The unit weight of the soil is 16 kN/m³ and the angle of internal friction is 29 deg. Assume the soil is cohesionless. a) Determine the earth pressure on the wall. b) Find the total active pressure if surcharge of 14 kPa is applied on the surface of horizontal backfill. c) Locate the position of the total pressure from the bottom.arrow_forwardQuestion 3 (20 points): The traffic volume on a 2-lane highway is 1600 veh/hr in each direction Page 3 of 6 with a density of 20 veh/mi. A large dump truck enters the traffic stream from an adjacent construction site at 20 mph and carries on this way for 2 miles before turning off to the dump site. Because flow is so high in the opposite direction, no one can pass the truck. As a result, traffic back up behind the truck at four times the density (i.e., 4x20 = 80 veh/mi) at a volume of 1000 veh/hr. How many vehicles get caught in the traffic congestion before the truck exits the highway?arrow_forwardHow can construction project managers find a balance between speeding up schedules and the risks of making more mistakes and needing rework, especially when using methods like fast tracking?arrow_forward
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