S 1 2 3 4 * Cement Mortar (1:3) Prepare a data sheet & calculate the cost of given material below to build a concrete block wall in Figure I if 1m³ mortar pouring 35Liter of water. Do not add plastering on the wall. Sand Density=2400KG 2.6m 1 No. labor I class..... wage a labor I class per a day= $70 1.2 No. labor II class..... wage a labor II class per a day= $55 0.3 No. men labors ..... wage a man labor per a day=$25 Lead in Km Material Price at Source Conveyance Charge per KM Metal Sandy Cart Truck Extra Expenses Taxes Truck Truck Cement $100/Ton 1 0.8 0.2 $2/Ton $0.01/KG $0.02/KG Sand $10/Ton 0.2 0.4 1 $0.003/KG $0.001/KG $0.015/KG Concrete Block $220/190No. 0.7 0.5 1 $10/100No. $0.03/No. $0.01/No. Water $30/1500L 1 $0.002/ml ****** ***** **** www 1.5m- Figure 1 Concrete Block Wall 20cm geometry of Applying Concrete Block 0.4m 1.5m

S 1 2 3 4 * Cement Mortar (1:3) Prepare a data sheet & calculate the cost of given material below to build a concrete block wall in Figure I if 1m³ mortar pouring 35Liter of water. Do not add plastering on the wall. Sand Density=2400KG 2.6m 1 No. labor I class..... wage a labor I class per a day= $70 1.2 No. labor II class..... wage a labor II class per a day= $55 0.3 No. men labors ..... wage a man labor per a day=$25 Lead in Km Material Price at Source Conveyance Charge per KM Metal Sandy Cart Truck Extra Expenses Taxes Truck Truck Cement $100/Ton 1 0.8 0.2 $2/Ton $0.01/KG $0.02/KG Sand $10/Ton 0.2 0.4 1 $0.003/KG $0.001/KG $0.015/KG Concrete Block $220/190No. 0.7 0.5 1 $10/100No. $0.03/No. $0.01/No. Water $30/1500L 1 $0.002/ml **** * ** www 1.5m- Figure 1 Concrete Block Wall 20cm geometry of Applying Concrete Block 0.4m 1.5m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

EXAMPLE:- For the plan shown below; Estimate number of (blocks) and amount of cement & sand. If the mix proportion is equal to (1:3) for mortar, height of building = 3.1 m. 24 January 2023 N 0.2 W4=0.8x0.4) W 8 = 1 x 0.5 W₂= 1.9 x 1.9 W₁=2x1.9 Dg=0.9 x 1.9. D2=1 x 2 W2 D. = 1-2 X2-2 3.1 H3m - Estimation D₂ D- 9.3 1.8 W4 D3 45 W₂ D₁ = 1.2X2-2 D2=1x2 03=0.9x1.9. W₁=2x1.9 W/₂=19x 1.9 VY3=1X0.5 W4=0.8x0.4 52
You want to increase the sustainability of a concrete mixture by replacing 35% of the portland cement by mass with a locally available natural pozzolan that can be used in place of ordinary portland cement (CEMPOZZ). The quantity of cement in the concrete mixture is 620 lb/yd3. You can assume that the specific gravity of portland cement and CEMPOZZ are the same for this problem. What is the quantity of CEMPOZZ for the mixture? Round to the nearest whole number and do not include units when entering your answer.
Q1/ A concrete mixture of 1:1.8:4.5 with a water to cement ratio (w/c) of 0.6 and cement content of 300 kg/m³. Calculate the temperature of the mixture if you have the following information: Tc- 18°C, Ta= 30°C, Tw= 20°C Lot
Given the following data: Slump Requirement = 4" ements Max. Aggregate Size = 1.0" nts Water/cement Ratio = 0.55 Mass of Cement = 350.91 kg/m³ Mass of the Coarse Aggregates = 1072 kg/m³ Total Mass of the Concrete = 2375 kg/m³ Compute for the mass of Fine Aggregates.
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.
Making concrete cylinder at cement cubes What are the possible discussion in this result attached photo?
compare between cement and fine aggregate
Given the following data:slump requirement = 4" max aggregate size = 1" mass pf water = .193 kg/m3 water/cement ration = .48 mass of coarse aggregates = 1105.5 kg/m3 total mass of the concrete = 2375 kg/m3 compute for the mass of fine aggregate
. 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
Q.2 If the (010×10) cylinder compressive strength of O.P.C. concrete at 10-day is (14 MPa). Calculate (20×20×20) cube comp. strength at age of 28 days.
SOLVE AND REFER TO THE CONCRETE PROPORTION TABLE (USE VOLUME METHOD!)
None