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

12.7 The lateral force that is generated during building shaking can be calculated with the equation: Force = mass x acceleration, Based on this, which one of the following statement(s) is correct? ⚫ A building's total seismic design force is proportional to its weight. ⚫ Seismic forces are applied at the ground level; therefore, a building's upper floors have very small seismic force. ⚫ The largest seismic force is generated at the upper floors where they have the highest acceleration. . Seismic protective devises that dampen (reduce) building acceleration may be used to reduce the building seismic force. 12.8 Given five-story building, that weighs a 100kips and has concrete shear walls and special moment-resisting frames: a) Determine Response Modification Factor, R, from ASCE 7, Table 12.2-1 for Dual System of Special Moment Frame and Special reinforced concrete shear wall (Type D-3) b) Calculate Seismic Base Shear (V) using the following ASCE 7 equations and building information:…
A reinforced concrete column 257 mm in diameter is designed to carry an axial compressive load of 396 kN. Using allowable stresses of 5 MPa for concrete and 134 MPa for steel, determine the required number of reinforcing steel bars with a diameter of 20 mm. Assume that Ec = 13 GPa and Es = 214 GPa. Answer must be rounded to the next whole number.
For the built-up shape shown in the figure, determine: a. The elastic section modulus considering bending about the horizontal axis. (ANS 518 x 103mm3). b. The elastic section modulus considering bending about the vertical axis (ANS 133 x 103mm3). c. The plastic section modulus about the horizontal axis in x103 mm3 (ANS 572) d. The plastic section modulus about the vertical axis in x103 mm3.(ANS 0.20)
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
civil Engineering reinforced concrete
STRENGTH OF MATERIALS. Please show the complete solutions. NO LONG EXPLANATION NEEDED! Rate will be given. Answer ASAP! Please answer all. MULTIPLE CHOICE: CHOOSE THE CORRECT ANSWER Using MOHR CIRCLE, what is the resulting "HORIZONTAL" SHEARING STRESS at the given angle plane point? a. 44.03 MPa b. 64.32 MPa c. 185.68 MPa d. 75.00 MPa
Fundamental Problem 4.41 Part A Determine the resultant force and specify where it acts on the beam measured from A. Assume w = 5kN/m and wz = 3kN/m. (Figure 1) Determine the magnitude of the resultant force. Express your answer to three significant figures and include the appropriate units. ? FR = 18 kN Submit My Answers Give Up Incorrect; Try Again; 2 attempts remaining Figure 1 : of 1 Part B Determine the distance between A and the resultant's line of action. Express your answer to three significant figures and include the appropriate units. W2 ? d = Value Im B 4.5 m 1.5 m- Submit My Answers Give Up
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 stress at top of the beam section at a distance 2.57m from the right support where the total losses of the prestressing force is 21% (MPa) Properties: Beam width = 293 mm Beam height = 382 mm %3D Varying load = 8.98 kN/m Uniform load = 5.11 kN/m x 3.35 mm y = 7.05 mm Prestressing force = 438 kN eccentricity = 134 mm VL (kN/m) UL (kN/m)
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?