a. b. Check the stability of the dam per unit length (1 m) against: overturning, sliding, and stresses. i. ii. iii. Determine the vertical normal stresses acting at the heel and toe of the dam.

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Q: Determine the maximum shear stress developed in the 44 mm diameter shaft.

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Q: A B C D 40 kN.m 60 kN•m E OK 30 kN-m 50 kN-m

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Q: (1) 1.6 m B P 2.8 m (2) C

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Q: 2) Covmpute the tolel FOrce induud by a unpem eachol streess on a ylindeol shell 20 Show that Fv= P…

A: Please refer the attached image for complete solution. THANK YOU !

Q: 1. Determine the normal stress caused by the load in the drawing below. The cylinder is hollow with…

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Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.