A construction worker with mass m= 55.0 kg stands 2.00 m away from the wall on a 6.00-m, homogeneous, uniform beam, as shown in the figure below. The mass of the beam is 40.0 kg. The force exerted on the beam by the wall has the following components 1. A race car at Daytona 500 travels at a constant speed of 13.4 m/s on an inclined, circularturn of radius 50.0m, as shown in the figure below. What minimum coefficient of static,friction between the tires and the roadway will allow the car to make the circular turnwithout sliding?(a) 0.260(b) 0.0385(c) 0.101(d) 0.00250CARINCLINEJO =20.0°REAR VIEW OF THE CAR2. A meteorite is orbiting around the Earth. The shortest distance and longest distance of theorbit from the center of the Earth are 1.50 x 10% m, 4.77 x 10% m, respectively. If themeteorite has a speed of 1.78 x 10° m/s when it is at the location of the shortest distancefrom the Earth, the speed of the meteorite at the location of the longest distance from theEarth is(a) 1.66 x 10° m/s(b) 1.03 x 105 m/s(c) 5.60 x 10° m/s(d) 7.43 x 107 m/s3. A construction worker with mass m = 55.0 kg stands 2.00 m away from the wall on a6.00-m, homogeneous, uniform beam, as shown in the figure below. The mass of thebeam is 40.0 kg. The force exerted on the beam by the wall has the followingcomponents:(a) Rx = -445 N; Ry = 871 Nbeamcable(b) Rx = -650 N; Ry = 556 N%3D(c) Rx = 347 N; Ry = 108 N(d) Rx = 508 N; Ry = -678 NI 30.0°A 2.00m6.00m-

Answered: Image /qna-images/answer/efe819fa-becb-4eb4-a00e-fb5d1dbcc8a0.jpg

A construction worker with mass m= 55.0 kg stands 2.00 m away from the wall on a 6.00-m, homogeneous, uniform beam, as shown in the figure below. The mass of the beam is 40.0 kg. The force exerted on the beam by the wall has the following components

A construction worker with mass m= 55.0 kg stands 2.00 m away from the wall on a 6.00-m, homogeneous, uniform beam, as shown in the figure below. The mass of the beam is 40.0 kg. The force exerted on the beam by the wall has the following components

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

Distance is measured as 605.75m with a 50-m tape supported on quarters with a pull of 6.5kg. The standard pull of the tape is 5.2kg; its weight is 1.10kg, E=2.02x10^6 kg/sqcm, and the unit weight is 0.03kg/cubic cm. a. What is the correction due to tension? b. What is the total correction due to sag? c. What is the corrected length?
A steel tape with a cross-sectional area of 0.03 sq. cm is 50.00 m long under a pull of 5 kg when supported throughout its length. It measures a line 857.63 m long under a steady pull of 10 kg. Assuming E = 2.0 x 10 to the power of 6 kg/sq. cm, what is the elongation of the tape due to the increase in tension? a. 0.0250 m b. 0.0024 m c. 0.2500 m d. 0.0042 mShow solution please
The masses of the blocks are mA = 30 kg and mB = 70 kg. Between all of the contacting surfaces the coefficient of static friction is O0.1. 1. What is the largest force F that can be applied without causing the blocks to slip? 2. What is the reaction between the two blocks? 3. What is the reaction between the floor and block B 30 F 4. 20°
The two sub questions and question g as well :
Problem 1. The floor system of an apartment building consists of a 100-mm-thick reinforced concrete slab resting on three steel floor beams, which in turn are supported by two steel girders, as shown in the Figure. The areas of cross section of the floor beams and the girders are 11,800 mm2 and 21,100 mm2, respectively. Determine the dead loads acting on the beam CD and the girder AE. Steel girder (A=21,100 mm²) Steel floor beam (A=11.800 mm2), 8.5m- B -Steel column -100 mm concrete slab D 2 at 3.6m 7.2m
A square lamina is immersed in water with one of the diagonals vertical as shown in given figure. Calculate the force on one side and the location of the centre of pressure. 0.6 m G G a = 0.6 m
306 1b 300 lb R = 6. Compute the magnitude and direction of the resultant of the concurrent forces shown in the figure below. 400 Ib 300 Ib Force (F) y-comp x-comp 400 lb 300 b 60 200 b Rx= Ry = 200 lb
The very important load on a structure is the pressure load.Loading is simplified for mathematical calculations as a parabola.In the case of a horizontal solid, the pressure force is distributed in a non-linear, parabolic fashion, as shown in the figure.The greatest force is located on the support A and is given as the letter Y in kilonewton per meter (kN / m) and its total length as the letter X in meters (m).This structure is shown below, calculate as support reactions at points A and B. (Disregard the proper weight of the steel beam) X = 10m Y = 100 kN / m
A steel wire is bent into an arc of a circle of radius 5m. Find the maximum bending tensile stress induced in the wire. The diameter of the wire is 40 mm. Take E = 2 × 106 kg/cm².
Part of a two story building is shown in the figure in which a concerte column and a steel column are used in the first and second floor. The compressive force on the roof of the second floor is PC = 400 kN. The compressive force on the first floor is PB = 310 kN. The steel [Esteel = 200 GPa] column is a wide angle steel shape that has a cross section area of A2 = 1850 mm2. The concrete [Econcrete = 30 GPa] column has a circular section with a diameter of d = 530 mm.[L1 = 4.8 m, L2 = 5.8 m] What is the displacement of the column at B?in mm What is the displacement of the column at C? In mm
Q15.b.A cube is constraint in x and y direction and free to move in z direction. Determine the thermal stresses developed if temperature raised at At degree Celsius
2. Please solve the problem step by step and explain. Thank you.