Given the load diagram below, Determine the maximum positive moment in kN-m. Find the minimum height of the rectangularbeam in mm, rounded up divisible to 50 mm, if the horizontal shear stress is not to exceed 50 mPa, given that the base of arectangular section is 50mm.A 50B 100(C) 47A16.3 kN/m23.4 KN17.9 KNBC.8.4 kN/m3.6m 1.2m4.8m4.8m

Step 1: solve reactions Step 2: Draw shear diagram Step 3: Determine maximum shear Step 4: Use V =…

Answered: Given the load diagram below, Determine…

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

21: For the beam and loading shown, A. Draw SFD and BMD. Locate points of contraflexure if any. B. Draw the elastic curve and compute the deflection at free end. 8 kN 8 kN 15 kN/m 20 kN-m D. 75 m- 1 m 0.25 m
AT-section is the cross section of a loaded beam as shown. Given: U1-32 kN/m; M1 = 100 kN-m; P1=120 kN a.) Draw the shear diagram using graphical solution b.) Determine maximum shearing stress. c.) Determine the shearing stress at the junction of the T-section. 200 mm 32 M- 100 P-120 16 ト 4"L 6 m) 20 mm CS Scanned with CamScanner 100 mm ww Os
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E - 29,000 ksi; I - 843 in."1. Assume that the support at D can provide resistance either up or down. For a loading of w- 6.7 kips/ft, determine: (a) the beam deflection Va at point A. (b) the beam deflection vç at point C. Assume LaB = 8 ft, Lec=6 ft, Lco- 6 ft, Log = 7 ft. B. LAB Lạc Lep LDE Answers: (a) va- in. (b) vc- in.
A cover plated beam consist of a W21 x 62 with 12mm x 300mm plates attached to the top and bottom of the flange and is fastened by two rows of 20mm diameter rivets. The beam has a simple span of 5.0m and carries a uniform load of 250KN/m. For W- Section d = 560mm 1= 1510 x10 mm Determine the longitudinal spacing or pitch of rivets if the allowable shearing stress ion rivets is Fv = 100 MPa.
For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 35 kN, F2 = 35 kN, F3 = 50 kN, F4 = 35 kN, and M = 140 kN-m. A 6m H F 5 Answers: 8 m x-axis: x = y-axis: y = i F₂ Equation of line: y = i --x B M F D - F, m m x+ Mi 3
STRUCTURAL THEORY Show complete solution for better understanding Situation 1: From the truss shown, each member has a cross-sectional area of A = 400 mm 2, E = 200 GPa. Use the method of Virtual Work F b.-37.5 C.-30 d. 30 -2m- 1. Determine the stress on member AE a. 37.5 E c. 2 d.3 n B 45 KN 2 m 2. How many zero-force member are there? a. 0 b. 1 3. Determine the vertical deflection of joint E a. 1.42 b. 3.38 c. 2.95 d. 1.24 1.5 m
F6-15. Determine the maximum stress in the beam's cross section. wode bas brus d upo or moit A zibosqqA i bonilab ns sineni D 100 mm 30° 75 N m B C 150 mm -y Prob. F6-15 1o ho स
D Shear Stress SEATWORK 2: 1. The maximum shear stress allowed in Pin B is 70 MPa. Compute for the minimum diameter of the pin at B for the member supported as shown in Figure. 200 mm- 40 KN A 35° h Pin at B MATHalino.com C 250 mm
A cover-plate beam is made up of a W21x147 section with 300 mm x 12 mm plates attached to the top and bottom flanges and is fastened by two rows of 20 mm rivets. The beam is simply supported over a span of 6m and carries a uniformly distributed load of 270 kN/m including its own weight. The shear capacity of each rivet is 30 kN. a. Determine the distance from the centroid of the cover plate to the neutral axis of the built-up section. b. Determine the moment of inertia of the built-up section about its neutral axis. c. Determine the longitudinal pitch of the rivets. Properties of W21x147 Overall depth, d = 560 mm Moment of Inertia, I= 0.00151 mm4 flange web W21x147
- For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 15 kN, F₂ = 25 kN, F3 = 45 kN, F4 = 25 kN, and M = 110 kN-m. O 6 m H Your answer is partially correct. G Answers: 8 m F₂ B x-axis: x = i -11.4 y-axis: y = i 7.27 Equation of line: y = 0.636 M D F₁ F₂ m m X + i 7.27 m
For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 10 kN, F2 = 20 kN, F3 = 25 KN, F4 = 40 kN, and M = 120 kN-m. 6 m H G F F₁ Answers: 8 m F₂ Equation of line: y = x-axis: x = i 6.99 y-axis: y = 2.91 i B M D 0.415 -F₁ F₂ m m X+ 2.91 m
The right-angle bar is supported by a pin at B and a roller at C: What is the maximum safe value of the load P that can be applied if the shear stress in the pin is limited to 20 o00 psi? The 3/4-in diameter pin is in double shear. A 130° 10 in. B C 12 in.

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS