## Analysis of a Flanged Wooden BeamA flanged wooden shape is used to support a series of loads. The following considerations are made over the entire 16 ft length of the beam. The tasks are to determine:### (a) Calculate the Inertia- **Task**: Determine the moment of inertia for the beam section.### (b) Sketch the Shear and Moment Diagram for the Beam- **Task**: Create diagrams that depict the shear forces and bending moments along the beam.### (c) Maximum Tensile Bending Stress in the Beam- **Task**: Calculate and illustrate the maximum tensile bending stress, with detailed calculations of this stress distribution.### (d) Maximum Compressive Bending Stress in the Beam- **Task**: Calculate and illustrate the maximum compressive bending stress, with detailed calculations of this stress distribution.### (e) Maximum Shear Stress in the Beam- **Task**: Calculate and sketch the shear stress distribution, showing detailed calculations.### Diagram Explanation#### Beam Setup- **Support Configuration**: - A pin support at point A. - A roller support at point D.- **Load Distribution**: - A 1 kip/ft distributed load from A to B (6 ft span). - A concentrated load of 2 kips at point C (3 ft from B). - A concentrated load of 2.2 kips at point E (4 ft from D).#### Cross-Section Diagram- **Dimensions**: - Total height: 12 in. - Widths: - Flange: 8 in at base, 4 in at top. - Thicknesses: - Flange: 1 in. - Web: 1 in.- **Segments**: - (1) Top flange: 4 in width - (2) Web: 10 in height - (3) Bottom flange: 8 in widthThese details are critical for performing structural analysis on the beam to ensure it can safely sustain the applied loads.

A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown. Consider the entire 16 ft length of the beam, and determine (a) Calculate the inertia (b) Sketch the shear and moment diagram for this beam (c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations) (d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations)) (e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the calculations) 4 in. 1 in. 2 kips 2.2 kips (1) 1 in. 1 kip/ft 7 in. 12 (2) 10 in. 5 in. (3) В E 6 ft 3 ft * 3ft 4 ft 8 in. 1 in.

A flanged wooden shape is used to support the loads shown. The dimensions of the shape are shown. Consider the entire 16 ft length of the beam, and determine (a) Calculate the inertia (b) Sketch the shear and moment diagram for this beam (c) the maximum tensile bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations) (d) the maximum compressive bending stress in the beam (sketch the bending stress distribution at this section and show detailed calculations)) (e) the maximum shear stress in the beam and (sketch the shear stress distribution and show the calculations) 4 in. 1 in. 2 kips 2.2 kips (1) 1 in. 1 kip/ft 7 in. 12 (2) 10 in. 5 in. (3) В E 6 ft 3 ft * 3ft 4 ft 8 in. 1 in.

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

Please show all steps
D) If the diameter of the cross-section of the beam is 500 mm compute for the maxumum shearing stress E) ss
2. Member AB shown in the figure supports a 5 N/mm uniformly distributed load and 4kN concentrated load as shown in the figure. Determine the position x of these loads so that the average tensile stress in the tie rod AC is equal to 90% of the compressive stress at the smooth support B. The rod has a diameter of 19 mm and the contact area at is 700mm². (Hint: quadratic formula) B A X 5 N/mm 4 kN 300mm B
SITUATION. Determine the value of 0 if the shearing stress on the glued joint is thrice that of the normal stress.
Fundamentals of deformable bodies. Show the detailed answer. Thank you.
A double tee cross section is used for the beam shown below. Assume the following lengths and loads: a = 15 ft b = 8 ft C= 10 ft P= 12500 Ib Q= 5000 lb The moment of inertia of the cross section is i, = 110 in.". Determine the magnitude (ie, the absolute value) of the maximum compressive bending stress in the beam. TT 3.2 in. B D 5,8 in. Answer: Omax (Compression) = 1 psi %3D
Solve everything asked in the question with proper SFD and BMD diagrams.
Please answer the question in the picture, and make sure you do the right work.
For the beam shown on the previous question, determine the values and location of the maximum compressive bending stress and the maximum shear stress if the cross section of the beam is as shown below. (All dimensions are in mm). 300 70 35 550