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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4) Use the results in tables 5 & 6 to plot the following graphs; slump vs. water content (L/m^3), fresh compacted density vs. water to cement ratio and fresh compacted density vs. water content (L/m^3). Weight of fresh concrete + bucket (kg) weight of density bucket fresh concrete Total weight of Mix weight of w/c ratio mix (kg) (kg) 1 80 0.4 9.08 2.70 6.38 8.90 2.70 6.20 2 80 0.5 3 80 0.6 8.78 2.70 6.08 Table 5: Shows the w/c ratio and the weight of the fresh concrete for each mixture. MIX FINE (Kg) COARSE (Kg) Cement (Kg) water (L) A/C w/C F/C Slump (mm) 34.29 3.5 40/60 40/60 1 22.86 16.33 6.53 0.4 5 2 22.40 33.60 16.00 8.00 3.5 0.5 50 3 21.96 32.94 15.69 9.41 3.5 0.6 40/60 collapse Table 6: Shows the proportions and recorded slump values of each mixture. Refer to lab script for further details.
Find the weight of the Fine Aggregate?
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
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.
Q.1) Justify the following: a- Surface texture of aggregate affects the workability of concrete mixture. b- The aggregate sample has to be air-dried before the sieve analysis is performed. c- The problem of clay coatings in aggregate is an important one.
CE264 students performed the setting time of cement using Vicat Needle. They set the stopwatch to 0 at the start of the experiment. The needle penetrates the cement paste for about 42-min time mark in 25mm penetration. The needle cannot penetrate on it until 2hours and 13mins. How many hours and minutes will be the setting time of cement? Explain why. SHOW SOLUTIONS AND FINAL ANSWER IN 2 DECIMAL PLACES
compare between cement and fine aggregate
For this problem, I need help understanding the data I am supposed to use to graph the needed graphs for this question and how these graphs are supposed to look.
For a natural raw water containing the following water quality in the table. Check lecture 05 slides on page 52 to determine how much slaked lime is needed remove all hardness. Atomic weight or molecular Concentration weight (g/mol) 120 mg/L 100 mg/L as CaCO3 25 meg/L Ca2+ 40 Mg2+ HCO3 24 61 O A. 5 meq/L О В. 700 mg-СаСОЗ/L O C. 15 meq/L O D. No lime is needed.
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