Determine the reaction components for the three hinged semi-circular arch shown.Solve for the absolute value of Ax (kN).50 KNKN30 kN40 kN300300300-20 m20 m

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Answered: Determine the reaction components for…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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20.17 (B). Compare the angles of twist of the following sections when each is subjected to the same torque of 3 kN m: (a) circular tube, 80 mm outside diameter, 6 mm thick; (b) square tube, 52 mm side length (median dimension), 6 mm thick; (c) circular tube as (a) but with additional four rectangular fins 80 mm long by 15 mm wide symmetrically placed around the tube periphery. All sections have the same length of 2 m and G = 80 GN/m² [0.039 rad; 0.088 rad; 0.038 rad] To what maximum torque can sections (a), (b) and (c) be subjected if the maximum shear stress is limited to 100 MN/m²? [4.8 kNm; 3.24 kNm; 5.7 kN m] What maximum angle of twist can be accepted by tube (c) for the same limiting shear stress? [0.0625 rad]
: A two hinged parabolic arch has a span 30 m and a rise of 7.5 m. The M.I. of arch section is proportional to sec 0, where 0 is the slope of the arch axis at any pont with the horizontal. Calculate the horizontal thrust caused in the arch due to rise of temperature 25°F. The value of E = 2 x 108 kN/m² and hte co-efficient of expansion = 6 x 10-6 per degree F. The M.I. at crown is 1.25 × 10² m².
MECHANICS OF SOLIDS (CVNG 1000) TUTORIAL QUESTIONS Problem 1 Determine the reactions RA and R, for the simply-supported beams. 10 kN 14 kN |12 kN 2m 1 m 1m 3m 2m RA Re RA Rg (a) (b) 15 kN 12 kN 1.5m 4 m 3m Ra Re (a) RA = 3.333 KN RB =6.667 KN (b) RA = 9.6 KN RB= 6.4 KN RB =3.375 KN (c) RA =4.625 KN
W=53 Solve by THREE MOMENT EQUATION METHOD. Please show complete detailed solution.
A 3 - hinged parabolic arch of 16m span has its abutments A and B at a depth of 4m and 8m respectively below the crown C. It is loaded as shown in figure . Determine the horizontal thrust and the vertical reactions at the supports .
determine the support reactions at point A,B & C. TAKE NOTE: The support C is fixed and Support B is an internal hinge. Kindly show your complete solutions.refer to the given figure below.
7.5 m Determine the tension in the cable BA Express your answer to three significant figures and include the appropriate units. TBA= Part B Submit Request Answer TBC = Submit Part C Determine the tension in the cable BC. Express your answer to three significant figures and include the appropriate units. μÅ Value Submit Provide Feedback Value Dz, Dy, D₂ = Request Answer Units Determine the x, y, and z components of reaction at D using scalar notation. Express your answers using three significant figures separated by commas. Request Answer ? ⒸIE ? Units PA AΣo↓↑vec kN (?) Help 5 of 6 Review Next >
Calculate the reactions of supports for each beam below using three-moment equation.
Static of rigid bodies Show FBD and necessary solution
COMPLETE AND READABLE SOLUTIONS.

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Determine the reaction components for the three hinged semi-circular arch shown. Solve for the absolute value of Ax (kN). 50 KN 60 KN 30 KN 40 kN 300 300 300 B 20 m 20 m