During Aang's training for his battle against Fire Lord Ozai, he tried moving the large, weird-shaped boulder shown. The boulder may be considered as a composite volume with the following masses: mDEFH = 7300 kg and MFGH = 3240 kg. Let the coefficients of sliding and non-sliding friction between the boulder and the ground be 0.24 and 0.35, respectively. Assuming that the resultant force P from Aang's air vortex hits the boulder at a height 1.5 m above the ground and an angle a from the horizontal, answer the following questions: 1.7m 0.75m 1.5m H

During Aang's training for his battle against Fire Lord Ozai, he tried moving the large, weird-shaped boulder shown. The boulder may be considered as a composite volume with the following masses: mDEFH = 7300 kg and MFGH = 3240 kg. Let the coefficients of sliding and non-sliding friction between the boulder and the ground be 0.24 and 0.35, respectively. Assuming that the resultant force P from Aang's air vortex hits the boulder at a height 1.5 m above the ground and an angle a from the horizontal, answer the following questions: 1.7m 0.75m 1.5m H

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

Please solve and explain this proble step by step with clear a clear solution
A simply supported beam is carrying a varying load and a uniform load as shown in the figure. If the beam properties are given below, what is the final strest top of the beam section at a distance 2.7m from the right support where the total losses of the prestressing force is 20% (MPa) Properties: Beam width = 233 mm %3D Beam height 499 mm Varying load = 8.26 kN/m Uniform load = 4.91 kN/m X 3.05 mm y = 5.27 mm Prestressing force = 409 kN eccentricity = 110 mm VL (kN/m) UL (kN/m)
A solid circular rod that is 800 mm long and 30 mm in diameter is subjected to an axial force of P = 60 kN. The elongation of the rod is 6 = 4.00 mm, and its diameter becomes d' = 29.99550 mm. Determine the modulus of elasticity and the modulus of rigidity of the material. Assume that the material does not yield. P = 60 kN 800 mm 30 mm P = 60 kN
pls answer all question you'll get a like <33. Dont round off initial values, round off in final answer only pls
350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000 KN Length = 5 m Modulus of Elasticity = 200000 N/mm² O 87.4 N/mm² and 1.89 mm 78.4 N/mm² and 1.95 mm 87.4 N/mm² and 1.95 mm O 78.4 N/mm² and 1.89 mm
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x10/°C, AT= -20 °C , E = 1150 x 106 mm/mm, h = 3.75 m, a = 1.75 m, b = 1.25 m (1) B b
Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x106/°C, AT= -30 °C , 8 = 1150 x 106 mm/mm, h 3.75 m, a = 1.75 m , b = 1.25 m (1) А B a b
A simple beam AB with a total length of 2.40 meters is subjected to a trapezoidal distributed load. The intensity of the load varies from 1.00 kN/m at support A to 3.00 kN/m at support B. What is the reaction at support A and B.What is the resultant applied load?What is the degree of shear-force equation?What is the value of shear force at x = 2.00 m from support A?What is the distance of absolute maximum bending moment from support B?What is the value of bending moment at x = 2.35m?What is the value of absolute maximum bending moment? What is the value of shear force at x = 1.80 m?
The uniform crate shown has a mass of 20 kg. If a force P = 80 N is applied to the crate, determine if it remains in equilibrium. The coefficient of static friction is μs = 0.3.
A closely coiled helical spring of round steel wire 5 mm in diameter having 12 complete coils of 50 mm mean diameter is subjected to an axial load of 100 N. Modulus of Rigidity of the spring is 80 kN/mm². What is the deflection of the spring?