Chapter 11, Problem 11RQ

A wall form is four-feet high, ten-feet long and ten-feet wide. It is full of fluid concrete. What is the pressure at the bottom of the form?    - 86,400 psi - 60,000 psf  - 600 psf - 60,000 psi

he sides of a building are 300 feet long and 200 feet wide. What is the diagonal distance between the opposite corners?    - 300 feet - 306 feet - 360.60 feet - 306.6 feet

The excavation for a square basement requires a 1:2 H:V slope cut back. The external dimensions of the footings are 30 x 30 feet. The excavation is 8 feet deep and you need to add 2 feet on each side to install the footing forms. What is the volume of cubic yards of excavation? - 486.7cy - 13140cy - 858.8cy - 429.4cy

The Modulus of Elasticity is 30,000,000 for mild carbon steel. In the plastic state, the unit stress is 25000 psi. What is the strain?  - 1.45 - 145.0   - 0.00083 - 1450.0

The building is twenty-five feet by twenty five feet. The side line of the building and two corners along the line have been staked. What is the diagonal distance and the 90 degree distance to the other corners?   - 35.36 feet and 35.36 feet   - 25.00 feet and 35.36 feet   - 35.36 feet and 25 feet   - 25.00 feet and 25.00 feet

NEED HELP THANK YOU IN ADVACE

NEED HELP THANK YOU IN ADVANCE

I have gotten this far but cant figure out how to do the slopes!! i need help finding the weight.

Question:  Data:  Total budget = $25,000 BCWS = $ 8,333 BCWP = $ 6,400 ACWP = $ 7,800 Project duration = 40 days Data date: 10 days   1) Perform the following analyses of the project based on the data given above. Cost Variance Schedule Variance             2) Plot an S-Curve and show CV and SV on it. Please submit only professional quality work             3) Interpret results to explain the project   Please submit S-Curve and show CV and SV on it in a professional and clear graph.