epare a datasheet and calculate the cost of plastering cement (1:5), 20mm thick for 50m². Also compute final total cost0.5 skilled labor $70/dayT3 unskilled labor $20/dayMixing charge of cement mortar $7/m³7Lead in KMS.#Rate atMaterialMetalCartConveyanceChargeSandtracksource,TollChargetracktrack1$1101.20.8$5/KM/2ton1$301.00.90.5$3/KM/m³$50.60.7$1/KM/m²$2/25m²WID23CementSandPaintperTonm³m²

Given data:- Ratio of plastering cement is 1:5 Thickness of plaster is 20 mm Area of plastering is…

epare a datasheet and calculate the cost of plastering cement (1:5), 20mm thick for 50m². Also compute final total cost 0.5 skilled labor $70/day T3 unskilled labor $20/day Mixing charge of cement mortar $7/m³ Lead in KM S.# Rate at Material Metal Cart Conveyance Charge Toll Sand track Source track track Charge $110 1.2 0.8 $5/KM/2ton 1 1 ..... $30 1.0 0.9 0.5 2 $3/KM/m³ $5 0.6 0.7 $1/KM/m² 3 $2/25m² Cement Sand Paint per Ton m³ m² Po

epare a datasheet and calculate the cost of plastering cement (1:5), 20mm thick for 50m². Also compute final total cost 0.5 skilled labor $70/day T3 unskilled labor $20/day Mixing charge of cement mortar $7/m³ Lead in KM S.# Rate at Material Metal Cart Conveyance Charge Toll Sand track Source track track Charge $110 1.2 0.8 $5/KM/2ton 1 1 ..... $30 1.0 0.9 0.5 2 $3/KM/m³ $5 0.6 0.7 $1/KM/m² 3 $2/25m² Cement Sand Paint per Ton m³ m² Po

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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Similar questions

Find the weight of the Fine Aggregate?
P Q R Annular Metal Weight=4.54 Kg Slotted Metal Weight = 2.27 Kg Reading Initial S Project Location T Description CALIFORNIA BEARING RATIO (CBR) TEST Samples Description Swelling Swelling Swelling Final Difference Final - Initial Mold Height Swelling Index = (R/S)* 100 mm mm mm mm mm mm mm % ASTM D 1883 Swelling Date Time Day Date Tested Tested By Test Condition Hammer weight = 4.5 Kg Surcharge weight = ±50 g 1 2.000 2.05
I want this please
The volume of one bag of cement is (a) 0.0214 cu.m (b) 0.0347 cu.m (c) 0.0434 cu.m (d) 0.0609 cu.m
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala
1O"ll zain IQ H.W 1.pdf > H.W Q1) Assume we have 100 gram of cement within a closed tube, so that there is no water movement occur. Calculate the volumes of the hydration products with 1-100% hydration of cement will achieved. 2- 60% hydration of cement. Q2) Calculate the volumes of the hydration products for 150 gm of cement with 0.5 w/e ratio, assume there is no external water can penetrate.
compare between cement and fine aggregate
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. Determin the max aggregate size (MAS) and nominal aggregate size (NMAS) for the folwong gradation Sieve size, mm % passing 25.5 19 100 100 16 92.3 9.5 12.5 88.6 55.5 4.75 46 2.36 33 1.18 25.7
SOLVE AND REFER TO THE CONCRETE PROPORTION TABLE (USE VOLUME METHOD!)
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