Answered: 2.5 ft 1.2 ft- 1.2 ft-

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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Draw the axial, shear, and moment diagram for the frame below. Also sketch the qualitative deflection curve for the frame. Upload your solution in the dropbox. Make sure to show all your work. 15 ft 15 ft 25k A 10 ft –12 k 12k – 10 ft
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Find the moment of inertia (I-sub-y) about the Y-axis.
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10.49 Determine the flowrate for the symmetrical channel shown in Fig. P10.66 if the bottom is smooth concrete and the sides are weedy. The bottom slope is So 0.001.
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a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spaced at 125 mm on center longitudinal, throughout its length.the beam is simply supported on a span of 6m. Given properties: W450mmx75kg/m A=9484mm^2 d=460mm tf=9mm tw=14mm Ix=3.33x10^4 mm^4 Iy=0.17x10^8 mm^4 C380mmx50kg/m A=6426 mm^2 d=380 mm tf=10mm tw=16 mm Ix=1.3x10^8 mm^4 Iy=0.03 x10^8 mm^4 Xo=20 mm a.compute the moment of inertia at the neutral axis b.compute the allowable moving load P(kN) such that the allowable bending stress is Fbx=150 MPa c.Calculate the allowable moving load P(kN)if the allowable shear stress in the rivets is 100 MPa. hello please answer this thanks
The 1.5-in (0.125- ft) gap between two large plane surfaces is filled with SAE 30 oil at 80 oF (μ = 0.0063 lb-sec/ft^2). What force is required to drag a very thin plate of 5-ft^2 area between the surfaces at a speed of 0.5 ft/s if this plate is at a distance of 0.50 inch (0.0417 ft) from one surface?
Q2: A stake is being pulled out of the ground by means of two ropes as shown. Knowing that a 5 308, determine by trigonometry (a) the magnitude of the force P so that the resultant force exerted on the stake is vertical, (b) the corresponding magnitude of the resultant 120 N 25° a
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Below is a trapezoidal beam with 3-28mm reinforcing bars at the bottom. Using the design properties of fc' = 21MPa, fs = 140MPa, n = 7, 50mm effective cover, determine the following: Note: Assume the beam has cracked. 650 50 150 500 ००० 200 150 A. What is the distance of the neutral axis of the transformed section from the top edge of the beam? Express your answer in mm. B. What is the Moment of Inertia of the Transformed section of the beam? Express your answer in mm4. C. What is the flexural capacity of the beam? Express your answer in KN-m.

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