Draw the moment diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. NOTE- The curve you choose from the drop-down is only a pictorial representation of a real quadratic/cubic curve. The equation of this curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate. Note - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear visually correct because the lines overlap, but the system will mark it wrong. No elements selected 50 kN/m kN-m 200 150- 100- 50- 0- -50+ -100- -150- -200 4.5 m 50 kN/m B i

Draw the moment diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. NOTE- The curve you choose from the drop-down is only a pictorial representation of a real quadratic/cubic curve. The equation of this curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate. Note - Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place two vertical lines at the same place, it will appear visually correct because the lines overlap, but the system will mark it wrong. No elements selected 50 kN/m kN-m 200 150- 100- 50- 0- -50+ -100- -150- -200 4.5 m 50 kN/m B i

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

Calculate the vertical deflection of point B and the horizontal movement at D shown in the figure. Consider that all the elements of the truss are linearly elastic and have sectional areas of 1800mm2. Also consider an E of 200,000N/mm2. Add the calculation process of solving the problem step by step and complete the table accordingly. L F FB ∂FB / ∂PB FD ∂FD/∂PD AE - 2√2/3 PB -2/3 √2 EB EF AB BC CD BF FD FC
S 5. The intersection of two spherical surfaces is not always a circle. sphere h
6. Use the moment area method to determine the slope and displacement at C Mo = Pa B
4. Given two vectors both with a magnitude of 1 making a 67 deg angle, use the law of cosines to compute their resultant force (e.g. the diagonal of the parallelogram). Answer with 4 decimal places.
Q#3. Explain parallel axis theorem. Determine moment of inertia about both the axis for the profile shown in figure 24°
Answer fast
The cross section of a narrow-gage railway bridge is shown in part (a) of the figure. The bridge is constructed with longitudinal steel girders that support the wood cross ties. The girders are restrained against lateral buckling by diagonal bracing, as indicated by the dashed lines. The spacing of the girders is s1 = 45 in. and the spacing of the rails is s2 = 30 in. The load transmitted by each rail to a single tie is P = 1,400 lb. The cross section of a tie, shown in part (b) of the figure, has width b = 5.0 in. and depth d. Steel rail Wood tie Steel girder (b) (a) Determine the minimum value of d based upon an allowable bending stress of 1,525 psi in the wood tie. (Disregard the weight of the tie itself.). Round your answer to one decimal place. dmin in.
Using polygon method, determine the magnitude of the resultant force and its direction from the x-axis. F= 750 N 45 30 F= 850 N Fz = 625 N
11. please give the correct answer
Provide a detailed solution and free body diagram.
Find the deflection and slope at A and C of the beam in the figure using double integration method. Use E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. please show complete solution with drawing. (hint: deflection at C= -8.13mm, deflection at A= -82.67mm)
Use the moment- area theorem 1 to determine the slope and deflection at B. "El" is constant. 500 lb A В 5 ft