Answered: A 14 kg P = 65 N B 17 kg

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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A beam carries a concentrated load W and a total uniformly distributed load of 4W as shown in the figure. What safe load W can be applied if o ≤ 120 MPa and a ≤ 80 MPa? Can a greater load be applied if the ot section is inverted? Explain. W 2 m R₁ 4W 4 m R₂ 75 mm TE ΝΑ 125 mm INA= 24 x 10 mm
Group A D1 = 130 mm S=0.8 D2 = 6 mm h1= 45 mm Weight of mass = 6 kg Weigh Piston What is the height h2? 02
Problem Determine the value of Ely midway between the supports for the beam loaded as shown in Fig.. El y = 0950 N-m³ answer M = 1800 Nm 2m R₂ 2 m 200 N/m 2 m R₂ 2 m
e2 a h a The profile above depicts two joined profiles, each of width h. Find the centroid, X, of the total profile given that a = 145 (mm) h = 10 (mm) ts.) What is X;? (The gi component of the centroid, in mm) What is X2? (The e2 component of the centroid, in mm)
Please show solutions on how to get the 4 value. The circle green in the figure. Civil engineering- steel design
The cross-sectional area of the bar is 5 cm. Use E = 70 GPa for aluminum, and g= 200 GPa for steel. L. Aluminum Steel Aluminum 80 kN 20 kN -30 kN +70 kN A IB +3 m 4m 5 m What is the elongation in segment AB (Aluminum)? * O -6.8571 x10^-3 m O 6.8571 x10^-3 m O -7.8571 x10^-3 m O 7.8571 x10^-3 m What is the elongation in segment BC (Steel)? * O 2 x10^-3 m O 3x10^-3 m O -3x10-3 m O -2 x10^-3 m What is the elongation in segment CD (Aluminum)? * O 6.8571 x10^-3 m O -2.8571 x10^-3 m O 2.8571 x10^-3 m O -6.8571 x10^-3 m What is the total elongation of the bar? * 6 x10^-3 m O 5 x10^-3 m O 4 x10^-3 m O -6 x10^-3 m
Pls fill this table with full explanation how to find rl and HI values if in between value of rl is given stepwISE I'LL upvote
Answers in 2 decimal places Find the magnitude of the force acting in member GD, CD and GA
Need ASAP
Using plastic member capacity analyse the beam shown in figure Q6 to establish the minimum required plastic section capacity for the loading shown on the continuous beam.
3 DECIMAL PLACES
The rigid AB beam shown in the figure is supported by elastic rods 1 and 2 at points A and B. Calculate the stresses that will occur in bars 1 and 2. (E-200 GPa and A=5 cm^2) E 464 4m 3 kN/m 6m Doo 10 EA 1 77777 D | rijit 5m 7m 2EA B₁

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