Q3: Figure (3) represent the plan of an area to be excavated, which have been leveled in the form of a square and triangle grid .the surface levels are shown beside each point, the grid squares are 20 m on a side, and the required formation level is 20.00 m above datum .Compute the amount of excavation in cubic meters. 87.76 20.00 28.11 28.24 27-58 20.00 2769 27-32 2763 20.00 Figure (3) 20.00 27.76

Q3: Figure (3) represent the plan of an area to be excavated, which have been leveled in the form of a square and triangle grid .the surface levels are shown beside each point, the grid squares are 20 m on a side, and the required formation level is 20.00 m above datum .Compute the amount of excavation in cubic meters. 87.76 20.00 28.11 28.24 27-58 20.00 2769 27-32 2763 20.00 Figure (3) 20.00 27.76

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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2. What FS reading is required to establish the correct excavation depth? EL= 120.532 EL = 290.667 EL= 221.981 1.591 2.022 ? 118.025 BOTTOM EXC. EL= 287.959 BOTTOM ERC. EL= 219,003 BOTTOM EXC.
Baseline 4,21 0m 6,85 m 6,31 5 6,80 Offsets South Offsets North 3,54 6 4,80 12,83 12 7,93 13 7,15 15 12,08 174 18 7,11 6,92 21 4,30 7,0 24 1,68 2,83 Use Trapezoidal rule to calculate the Area of the excavation to nearest m². Thereafter, use Simpson's rule to CHECK your answer.
A3) Answer the given situations a) the cross-section notes shown below are for a ground excavation for a 10m wide roadway. What is the cross-sectional area in sq. m? 8.2L/+2.15 0/+3.5 13.65/+5.80 b) from the given cross-section notes of an earthwork having an area of 33.1 m2, compute the value of x if it has a side slope 2:1. width of the roadway is 10m.
Q4. Develop an earthwork summery tabulating excavation. embankment and mass ordinates given the following cross-section data and assuming a 10% shrinkage value. Cross-Section Area (in sq.ft) Cut Station Fill 0+00 2+00 200 60 4+00 320 90 6+00 480 120 S+00 310 240 10+00 200 280 12+00 180 410 14+00 90 350 16+00 18+00 20+00 200 100 40 1- Plot the mass diagram and the profile schematic. 2-Calculate the total overhaul earthwork cost if free haul distance is 800 ft, overhaul distance is 2000 ft, overhaul cost is 10 S per station yard.
Determine the volume in cubic meters of the excavation for the borrow pit shown. Compute the total volume in cubic meters using Unit-Area or Borrow-Pit Method. Round off final answer to three decimal places. The numbers at the corners represent the cuts in me
SOLVE THE PROBLEM a,b,c parts GIVEN IN IMAGE IN TYPED FORM NOT WRITTEN FORM PLEASE.
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.Develop an earthwork summery tabulating excavation. embankment and mass ordinates given the following cross-section data and assuming a 10% shrinkage value. Cross-Section Area (in sq.ft) Cut Station Fill 0+00 2+00 200 60 4+00 320 90 6+00 8+00 480 120 310 240 10+00 200 280 12+00 180 410 14+00 90 350 16+00 200 18+00 40 100 20+00 1- Plot the mass diagram and the profile schematic. 2-Calculate the total overhaul earthwork cost if free haul distance is 800 ft, overhaul distance is 2000 ft, overhaul cost is 10 $ per station yard. draw
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From the given earthworks data shown, determine the total cost of earthworks if unit cost of haul is P 500 per meter station, unit cost of borrow is P 3,500 per cubic meter, and unit cost of excavation is P 1,000 per cubic meter. Free haul distance is estimated to be 400 m. Assume shrinkage to be 20%.
A 120mx120m lot is divided into 9 equal sections. Find the volume (m3) to be excavated if the ground surface is to be leveled to elevation 10m. The elevations of the ground surface at each corner are as follows: A = 16.2m B = 16.3m C = 18.4m D = 18.5m E = 15.9m F = 15.8m G = 17.3m H = 18.5m I = 19.2m J = 16.4m K = 15.1m L = 16.5m M = 16.6m N = 18.5m O = 16.3m P = 18.4m