Plz answer fastt Question 1.analyses of these cements are shown below. (You can find Bogue equation from 'Equationsand other information' at the end of exam paper)Two cements were produced at a local cement plant. The oxideOxide% of oxide in Cement 1% of oxide in Cement 2SiO22223Al2O353Fe2O33Сао6564SO33Other32(a) For EACH of these cements, calculate the potential compound compositions in theTable below using the Bogue equations, which are provided. (Bogue Equations areprovided.)(b) Which cement would you expect to have a higher early strength? Why?(c) Which cement would you expect to be more resistant to sulfate attack? Describe thereason.

Answered: Image /qna-images/answer/6e041a57-a16b-4a06-90bf-d56b57a2f724.jpg

Question 1. analyses of these cements are shown below. (You can find Bogue equation from 'Equations and other information' at the end of exam paper) Two cements were produced at a local cement plant. The oxide Oxide % of oxide in Cement 1 % of oxide in Cement 2 SiO, 22 23 Al203 5 3 Fe:O3 3 5 Саб 65 64 SO3 2 3 Other 3 2 (a) For EACH of these cements, calculate the potential compound compositions in the Table below using the Bogue equations, which are provided. (Bogue Equations are provided.) (b) Which cement would you expect to have a higher early strength? Why? (c) Which cement would you expect to be more resistant to sulfate attack? Describe the reason.

Question 1. analyses of these cements are shown below. (You can find Bogue equation from 'Equations and other information' at the end of exam paper) Two cements were produced at a local cement plant. The oxide Oxide % of oxide in Cement 1 % of oxide in Cement 2 SiO, 22 23 Al203 5 3 Fe:O3 3 5 Саб 65 64 SO3 2 3 Other 3 2 (a) For EACH of these cements, calculate the potential compound compositions in the Table below using the Bogue equations, which are provided. (Bogue Equations are provided.) (b) Which cement would you expect to have a higher early strength? Why? (c) Which cement would you expect to be more resistant to sulfate attack? Describe the reason.

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

N 250N 50mm 300 mm 300 mm b 200 mm 300 N 30 mm A V 450 N find Fx,Fy and moments at point a and b B 20 mm Section a - a s
Asap calculate R1,R2,R3
Can you explain how did that happen the one that is written in blue ballpen? Thank you
, l. !ה , זומ 0:1E -15 ft 10 ft Your answer The members of a truss are pin connected at joint O. Determine the magnitude of F1 and its angle for equilibrium * 5 kN 6KN 30 7kN Your answer Вack Submit Never submit passwords through Google Forms. This form was created inside of University of Mosul. Report Abuse Google Forms
Don't need to show work, just need to know which ones correct to compare my answers. 1.2.
10:42 b A ← Engineer Anmar (B): Prove that: ( Add a caption... ct ㅁ ||| B tt O | 46 | 37%- Yt= (sn + G, (1-1)) w
A mass of 500 kilograms is to be maintained in a position by pulling a rope taken over half a barrel and wrapped twice around a capstan as shown in the figure. If the coefficient of static friction is 0.2 for all contact surfaces, calculate the minimum force F required to maintain the load.
kindly please help me answer this question, please be accurate and detailed when it comes to the solution. thank you.
1.56 The vertical post is secured by three cables. The cables are pre-tensioned so that the resultant of the cable forces F, Q, and P is directed along the z-axis. If F = 120 N, find P and Q.
Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96 DISTANCE 250 UNKNOWN 300 UNKNOWN 400 Bearing S 37 30 E S 43 15 W N 73 W UNKNOWN UNKNOWN BEARING N 73 00 W N 12 45 E S 37 30 E N 65 45 E S 43 15 W ■
Find Rab
Google oy- X le C:/Users/ACER/Downloads/CIVL%200006 SM1_Assignment%202 Fall%202020%20(1).pdf anquestIons prOV are provi in the Sheet Assin a. Determine the position of centroid for the shaded figure shown below with respect to X- axis and y-axis. b. Calculate the moment of inertia for the shape about X axis only. Y. 8 cm 18 cm 12cm Figure 1 AR