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This assessment is about specialty construction items. Discuss the following:
How are Division 10 specialty items unique in terms of quantification and cost estimation when compared to other construction items?
Why do you think it is important to be careful about estimating the installation costs of specialty items?
bernard is a principal in a consulting engineering firm. he is also a principal owner in a construction contracting
A glass window contains a water body as shown below. Assuming the glass cross section is simply supported on the horizontal direction, and that the hydrostatic pressure varies with respect to depth as rho
Discuss the method of investigation upgrading of existing gravel road to bituminous paved standard,40km long.
Draw the influence lines for BC, JC and JI in the following bridge truss. Note that traffic will move across the top chord of the truss. Evaluate the maximum tension and compression forces in member CH caused by the following load conditions:a. Un..
a canal is constructed parallel to a river 460m away both fully penetrating an unconfined aquifer of clean sand and
A falling-head permeability test was carried out on a clay soil of diameter 100 mm and length 150 mm. In 4 minutes the head in the standpipe of diameter 5mm dropped from 680 to 350 mm. Calculate the hydraulic conductivity of this clay.
In order to comply with regulations, an iron/steel sinter plant installs an electrostatic precipitator (ESP) to collect 98% of the 10 ?m particles from an air stream flowing at 2 m3/s
Describe the equation for discharging a water tank. Use: H= 2m, A_s= 1m^2, density water= 1000kg/m^3, K = 1kg hr^-1 m^-1/2 Mass flow in = 0 and mass flow out given by, Mass flow out = K z^1/2.
Compare the total reactor volume required for 90% removal of a substance that decays according to first-order kinetics with a rate constant of 0.05 day -1 in a CM system that contains a single reactor against a system that contains three CM reacto..
A smooth concrete pipe (1.5-ft diameter) carries water from a resevoir to an industrial treatment plant 1 mile away (5280 ft) and discharges it into the air over a holding tank.
The proposed anaerobic digester design to stabilize this waste consists of two floating-cover heated tanks, each with a volume of 480 m^3 when the convers are fully raised and a volume of 310 m^3 with the covers rsting on the landing brackets. Ca..
Calculate the undrained shear strength at a depth of 120 ft below the mudline. Calculate the undrained shear strength at a depth of 120 ft below the mudline if the soil has an OCR of 2.5 .
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