x106 mm4. C dimension in mm is the height of the vertical The built-up beam shown in the fig supports the given load. All dimensions are in mm. Determine the moment of inertia of the given cross-section in rectangle or the web section 10 KN 7 KN 5 KN/m 8 KN/m 1m 3m 2m a= 70.00 b= 30.00 C= 160.00 d= 40.00 e= 45.00 f= 110.00

x106 mm4. C dimension in mm is the height of the vertical The built-up beam shown in the fig supports the given load. All dimensions are in mm. Determine the moment of inertia of the given cross-section in rectangle or the web section 10 KN 7 KN 5 KN/m 8 KN/m 1m 3m 2m a= 70.00 b= 30.00 C= 160.00 d= 40.00 e= 45.00 f= 110.00

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

A truss carries a concentrated load at points B, E, F, and Gas shown in the figure below. Using unit load method, determine the deflection of the following point. All members of the truss have a circular cross-section: Top Chord has a diameter of 29mm; Bottom chord has a diameter of 44mm; Web member has a diameter of 13mm. USE E=125GPA. 2P 2P G E 300 60° 60° 60° 60, 300 A В D ЗР 4m 4m 4m If the reaction of point D is 273.32531754731kN, determine the value of "P". Determine the vertical deflection of point F. (NOTE: Put a negative sign if the direction is going down, otherwise don't put any sign) Determine the horizontal deflection of point D. (NOTE: Put a negative sign if the direction is going to the left, otherwise don't put any sign) Determine the vertical deflection of point E. (NOTE: Put a negative sign if the direction is going down, otherwise don't put any sign) Determine the force acting at member BF due to applied force. (NOTE: Put a negative sign if your answer is compressive…
05. Consider the deformable pin-jointed truss with loading, geometry and section properties as shown in the Figure Q5. Given that E=2x10"N/m, A=10mm, L=Im and P-lkN. The horizontal displacement of Joint C (in mm, up to one decimal place) is „JointC P 2AE 7. AE AE Figure 05
Hw1: For the simply supported beam shown in Figure, determine the maximum deflection due to the applied load. The flexural rigidity of the beam is El= 7x106 kip.in². V₁ = 20 kips a = 12 ft 1 = 18 ft Answer: ymax = -0.129 ft downward W = 60 kips b = 6 ft 2 V₂ = 40 kips
Explain
A portal frame shown in figure (not drawn to scalé) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m Q El El 10 m 50 kN
In the Cantilever Beam Shown Below determine distance x and force P. Show FBD
You can assume all angles are either or . If the maximum compression or tensile force each beam can withstand is 4 N, what is the maximum mass that can “drive” across the truss (i.e., be applied at A, B, and C, sequentially)?
Solve correctly please and ny hand solve
Use AREA MOMENT METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm A C D E Hinge' Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m
A beam is subjected to equal bending moments of Mz = 3100 N·m. The cross-sectional dimensions are b = 180 mm, c = 35 mm, d = 70 mm, and t = 7 mm. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative.
A beam is subjected to equal bending moments of M₂ = 4300 N·m. The cross-sectional dimensions are b = 120 mm, c = 33 mm, d = 67 mm, and t = 4 mm. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. Answer: (a) y= i mm M 1₂ = i mm4 S= mm³ (b) OH = i MPa (c) OK = i MPa (d) gmax= i MPa (typ) b H K
A beam is subjected to equal bending moments of Mz = 3100 N·m. The cross-sectional dimensions are b = 180 mm, c = 35 mm, d = 70 mm, and t = 7 mm. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. Part 2subparts