Fundamentals of Construction Estimating
4th Edition
ISBN: 9781337670999
Author: David Pratt
Publisher: Cengage Learning US
expand_more
expand_more
format_list_bulleted
Question
Chapter 5, Problem 6RQ
a)
To determine
The identification of wall forms in the given figure.
b)
To determine
The identification of slab edge forms in the given figure.
c)
To determine
The identification of column forms in the given figure.
d)
To determine
The identification of beam forms in the given figure.
e)
To determine
The identification of slab soffit forms in the given figure.
f)
To determine
The precise measurement in a formwork takeoff.
g)
To determine
The reason for measurement of pilaster forms separately from wall forms if the concrete in walls and pilasters is measured together.
h)
To determine
The opening of size in an area of formwork would be deducted from the gross area of the forms.
i)
To determine
The three examples of formwork items measured in linear feet.
j)
To determine
The measurement of the circular columns formwork.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
design rectangular sections for the beam and loads, and p values shown. Beam weights are not included in the loads given. Show sketches of cross sections
including bar sizes, arrangements, and spacing. Assume concrete
weighs 23.5 kN/m'. fy= 420 MPa, and f’c= 21 MPa.Show the shear and moment diagrams as well
Draw as a 3D object/Isometric
Post-tensioned AASHTO Type II girders are to be used to support a deck with unsupported span equal to 10 meters. Two levels of Grade 250, 10 x 15.2 mm Ø 7-wire strand are used to tension the girders with 5 tendons per level, where the tendons on top stressed before the ones on the bottom. The girder is simply supported at both ends. The anchors are located 100 mm above the neutral axis at the supports while the eccentricity is measured at 400 mm at the midspan. The tendon profile follows a parabolic shape using a rigid metal sheathing. A concrete topping (slab) 130 mm thick is placed above the beam with a total tributary width of 4 meters. Use maximum values for ranges (table values). Assume that the critical section of the beam is at 0.45LDetermine the losses (friction loss, anchorage, elastic shortening, creep, shrinkage, relaxation). Determine the stresses at the top fibers @ critical section before placing a concrete topping, right after stress transfer. Determine the stress at the…
Chapter 5 Solutions
Fundamentals of Construction Estimating
Ch. 5 - Why is it recommended that the estimator begin a...Ch. 5 - Why is it also preferable to measure the concrete...Ch. 5 - Why is nothing added to the concrete quantities...Ch. 5 - What size does an opening in concrete have to be...Ch. 5 - Why is concrete classified and measured separately...Ch. 5 - Prob. 6RQ
Knowledge Booster
Similar questions
- Show step by step solutionarrow_forwardDraw the shear and the moment diagrams for each of the frames below. If the frame is statically indeterminate the reactions have been provided. Problem 1 (Assume pin connections at A, B and C). 30 kN 2 m 5 m 30 kN/m B 60 kN 2 m 2 m A 22 CO Carrow_forwardThis is an old exam practice question. The answer key says the answer is Pmax = 52.8kN but I am confused how they got that.arrow_forward
- F12-45. Car A is traveling with a constant speed of 80 km/h due north, while car B is traveling with a constant speed of 100 km/h due east. Determine the velocity of car B relative to car A. pload Choose a File Question 5 VA - WB VBA V100 111413 + *12-164. The car travels along the circular curve of radius r = 100 ft with a constant speed of v = 30 ft/s. Determine the angular rate of rotation è of the radial liner and the magnitude of the car's acceleration. Probs. 12-163/164 pload Choose a File r = 400 ft 20 ptsarrow_forwardPlease show step by step how to solve this and show formulararrow_forwardPlease solve this question step by step with dia gramarrow_forward
- Use the second picture to answer the question, Thank you so much for your help!arrow_forwardP6.16 A compound shaft (Figure P6.16) consists of a titanium alloy [G= 6,200 ksi] tube (1) and a solid stainless steel [G= 11,500 ksi] shaft (2). Tube (1) has a length L₁ = 40 in., an outside diameter D₁ = 1.75 in., and a wall thickness t₁ = 0.125 in. Shaft (2) has a length 42 = 50 in. and a diameter d₂ = 1.25 in. If an external torque TB = 580 lb ft acts at pulley B in the direction shown, calculate the torque Tcrequired at pulley C so that the rotation angle of pulley Crelative to A is zero. B Te (2) TB (1) FIGURE P6.16arrow_forward7.43 Neglecting head losses, determine what horsepower the pump must deliver to produce the flow as shown. Here, the elevations at points A, B, C, and D are 124 ft, 161 ft, 110 ft, and 90 ft, respectively. The nozzle area is 0.10 ft². B Nozzle Water C Problem 7.43arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Fundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,
Construction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage Learning
Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,
Construction Materials, Methods and Techniques (M...
Civil Engineering
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:Cengage Learning
Architectural Drafting and Design (MindTap Course...
Civil Engineering
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Cengage Learning