a. Identify the M222C Advance Math for CE course contents and how to achieve the stated purpose of this topic. b. The overall conclusion of this course.

Q: A W10x100 (d=11.10”, bf=10.34”) has a load of P . Determine the minimum base plate thickness given…

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Q: P12.7. Load moves along girder BCDE. Draw the influence lines for the reactions at supports A and D,…

A: To draw influence line

Q: Question 17 A steel rod (E = 200 GPa) is fixed at A and subjected to the loading shown in the…

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Q: Q-2: Use the method of consistent deformations to analyze the beam shown in Fig. 2. And draw the…

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Q: Select the lightest S section that will safely support the service tensile loads D = 92 kips and L =…

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Q: A mmmmm B 5.0m C "b" D 3.0m E "2" F

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Q: The steel tie-bar shown in the figure has been designed to carry a tension force of 76 kN when…

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Q: Consider the cantilever beam shown below. A triangular distributed load of with a maximum value of 2…

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Q: steel Design subject A W21x50 shown spans 45ft on a simple span. The compression flange is laterally…

A: Solution: Given: W21 x 50  bf= 6.53in d/Af =5.96 rT=1.60in ry=1.3in  Cb=1.0 Fy=36ksi W = 50 lb/ft J…

Q: consolidated drained tri-axial test was conducted on normally consolidated clay. The results were:…

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Q: A certain horizontal curve on a 6-lane highway (3 lanes each direction with no median) has a…

A: The given data is: Super elevation=9% Central angle=26.1 degrees Road width=11.4 ft Shoulder…

Q: I NEED THIS WITHIN 15 MINUTES. I WILL RATE HELPFUL IF YOU SEND FAST I need the the step by step…

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Q: - Determine elongation of conical tapered bar applied load P on circular faces

A: To find: Elongation in conical tapered bar with load P on circular faces Since load applied is on…

Q: Provisions for the design of columns from NSCP 2015 Section 410.5.1.1 states 0/1 that for each…

A: Factored moment  To make our structure safe, we underestimate the actual strength/capacity of the…

Q: Usm by to be divided into 9 equal square sections. The elevations of the ground surface ection are…

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Q: Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied…

A: To Determine Area of triangle FGH

Q: concrete, steel and tempe

A: 1.CONCRETE: Due to chemicals attack over concrete, its ultimate strength and durability is reduced.…

Q: A steel rod (E = 200 GPa) is fixed at A and subjected to the loading shown in the figure. The…

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Q: A bar made of high strength low-carbon steel of GRade 50 (yield strength gauge 50 ksi) , is 0.5 inch…

A: This question is related to the Strength of Material.

Q: What is the value of “w” so that the allowable shearing stress will not be exceeded? What is the…

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Q: Example 10.6 An embankment is to be formed with its centre line on the surface (in the form of a…

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Q: 150 x 250 mm rectangle beam carries a uniform distributed load of W kN/m over its entire span. The…

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Q: A D G 6 m B [T] E H K 6 m C IF 2.5 m 2.5 m 2.5 m

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Q: Use 3ME Method 2 14KN/ 25 Im 2M 714 kN/m Im

A: Given data:- Below diagram is given

Q: B 3 m A 4 m D C 4 m E P

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Q: A cylindrical sample of soil having a cohesion of 80 kN/m2 and an angle of internal friction of…

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Q: two tangents converge at an angle 27.3 degrees, which were connected by a reverse curve. The…

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Q: In a constant head permeability test, a soil sample is compacted into a round PVC pipe and placed…

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Q: A stratum of normally consolidated clay of thickness 10 ft is drained on one side only. It has a…

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Q: 6. Discussion: 1. Is there a difference between the values of the nozzle velocity (vn) and the jet…

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Q: P12.29. Draw the influence lines for the bar forces in members DE, DI, EI, and IJ if the live load…

A: Step-1

Q: 1028 //In a reinforced concrete beam, b = 500 mm,d = 750mm, X ₁ = 6000 mm², and n=10. What are the…

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Q: For a normally consolidated insensitive clay angle of friction_CD = 30°. Deviator stress at failure…

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Q: Amstat News (December 2004) lists median salaries for associate professors of statistics at research…

A: Since the hypothesis that the mean salary for associate professors in research institutions is $2000…

Q: Q-1 Use the moment-area method to determine the slope and deflection at the free end C of the…

A: Moment area method : The second-place technique is one of the best techniques for acquiring the…

Q: The compression diagram for a precompressed clay indicates that it had been compressed under a…

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Q: Subject: Soil Mechanics Please provide a solution and a diagram For a laboratory consolidation…

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Q: Compute the vertical deflection of joint D

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Q: A collimation error of 0.00005 ft/ ft is used in leveling a line that has a sum of 1425 ft for the…

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Q: The cross-section notes shown below are for a ground excavation for a 8m wide roadway. STA 23+500…

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Q: Subject: Soil Mechanics Please provide a solution and diagram Boreholes reveal that a thin layer…

A: The given data is shown below: Depth=50 ftDry unit weight=96 lb/ft3Average water content=30%Cu=1008…

Q: Figure Q3 shows a beam with a total length of 5m, subjected to a triangular distributed load of 1.2…

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Q: The channel consists of an unfinished concrete section (f = 0.038) and overflow regions on each side…

A: Given: Channel Slope = 0.0015, fconcrete = 0.038, fbrush = 0.050

Q: Situation 4: A steel plate is 300 mm wide and 15 mm thick with 4 bolts (24mm dia.) cut into the…

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Q: What is the max shear stress in the shaft? Input your answer as a value only in MPa to one decimal…

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Q: Example: If the moisture content of your prepared sample is 20% with an estimated 95% finer than the…

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Q: For a given consolidated clay: Gs= 2.71; LL= 45; In situ average effective overburden pressure = 120…

A: given - LL , Liquid limit for consolidated clay = 45 %  to find - compression index Cc.  note :-…

Q: The following laboratory test results for Atterberg limits and particle size distribution were…

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Q: The beam shown in the figure is supported at roller A and pinned at B and has a uniformly…

A: The algebraic sum of the vertical forces at any section of a beam to the right or left of the…

Q: Problem 3. Object B weighs 100 lb. The brown cable that passes over pulley D and around pulley C…

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Quantity takeoff

Quantity takeoffs (QTO) are precise estimates of the materials and labor costs required to finish a construction project. During the pre-construction phase, an estimator prepares them, breaking down the project into smaller, more manageable parts that are easier to evaluate. These measurements are used to prepare a construction scope bid. Estimators examine the drawings, specifications, and models to figure out different quantities and their costs. Since, the components, their quantity, and price are all included in the model, quantity take-off can be done automatically using Building Information Modelling (BIM). The time taken for completing a construction project can be reduced by the use of quantity takeoff. These takeoffs are also called material takeoffs and construction takeoffs.