Situation 4. Situation - A wide flange section has the following properties: I= 108 x 106 mm d = 300 mm by = 150 mm t = 9 mm t₁ = 12 mm d = 300 mm F, = 0.4F, F, = 250MPa Q@NA=380x103 mm¹ a. Determine the allowable shear stress in MPa. b. Determine the shear capacity in kN. c. Determine the safe uniform load in kN/m that the section could carry if length of the beam is 10 m.

Situation 4. Situation - A wide flange section has the following properties: I= 108 x 106 mm d = 300 mm by = 150 mm t = 9 mm t₁ = 12 mm d = 300 mm F, = 0.4F, F, = 250MPa Q@NA=380x103 mm¹ a. Determine the allowable shear stress in MPa. b. Determine the shear capacity in kN. c. Determine the safe uniform load in kN/m that the section could carry if length of the beam is 10 m.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: A simple torsion-bar spring is shown. The shear stress in the steel [G= 11,500 ksi] shaft is not to…

Q: TOP The assembly shown has pin support at E and roller support at V. A steel rod is connected at M…

Q: Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of…

Q: = A solid steel cylinder with diameter of 40 mm and a shear modulus of G = = 75 GPa has fixed ends.…

A: Step 1: Step 2: solution is given above Step 3: Step 4:

Q: 4 - A rectangular block is loaded with a 180 kN axial force and a moment M, as shown in the figure.…

A: Given data:- Axial force =180 kN the maximum allowable tensile stress = 50 MPa To find:- the…

Q: Prob. # 6] Determine the maximum and minimum normal stresses of the lever shown in figure P6. Fixed…

A: Principal stresses are the maximum or minimum value of normal stresses and they act on those plane…

Q: 4.00kips Ib 600 ft Problem 3. Pin B acts in double shear and has diameter d=3/4 in. Pins are…

A: Given data: The diameter of the pin, dB=34 in. The failure stress is, τfailure=12000 psi. Draw the…

Q: a) The normal stress in bar BD is most nearly b) The shear stress in the pin at D is most nearly…

Q: 2. The component shown always breaks at point C, which is just to the right of the contact point of…

A: The component always breaks at point C, which is just right of the contact point of the roller at B.…

Q: A steel pipe with an outside diameter of 4.67 in. and an inside diameter of 4.25 in. supports the…

Q: 1. A loaded bicycle pedal crank is shown below. 18. 750 N (-7 direction) d A @ Top -y₁ B@ Top d = 15…

Q: 1- The shaft shown in the below Fig. consists of a 75-mm diameter aluminum segment rigidly joined to…

Question

Situation 4. Situation - A wide flange section has the following properties:
I= 108 x 106 mm
d=300 mm
b = 150 mm
t₁ = 9 mm
t₁ = 12 mm
d = 300 mm
F₂=0.4F,
F, = 250MPa
Q@NA=380x103 mm³
a. Determine the allowable shear stress in MPa.
b. Determine the shear capacity in kN.
c. Determine the safe uniform load in kN/m that the section could carry if length of the beam is 10 m.
d. Determine the shear flow at the neutral axis in N/mm.
e. Determine the shear flow of the portion of the flange 30 mm from the edge in N/mm.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Calculation of allowable shear stress.

VIEW

Step 2: Determination of shear capacity

VIEW

Step 3: Safe uniform load

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

r2, E, , E L2 Two aluminum circular shafts (E=70GPA) are mounted according to the figure. The two shafts have the following dimensions: r1 = 6.9mm r2 = 11.1mm L1= 1.52m L2 = 1.29m. If the load applied is P = 2.1 kN, what is the displacement at the point of application of P in mm (accuracy of 5%)?
A simple torsion-bar spring is shown. The shear stress in the steel [G= 11,500 ksi] shaft is not to exceed 10800 psi, and the vertical deflection of joint D is not to exceed 0.425 in. when a load of P = 3100 lb is applied. Neglect the bending of the shaft and assume that the bearing at C allows the shaft to rotate freely. Determine the minimum diameter required for the shaft. Use dimensions of a = 84 in., b = 32 in., and c = 36 in. Part 1 Answer: T = a i D P B Calculate the torque being applied to the shaft at point B. b C lb-in
Please help me with this mechanical engineering problem. Thank you.
Fig 1 and 2 pictured with part A calculate the magnitude of the shear stress at the point due to internal shear on the section. calculate the combined normal stress at the point due to internal normal force and the internal bending moment of the section. Answer should be stress
Problem 2: A concentrated load P=36 kN is applied to the upper end of a pipe. The outside diameter of the pipe is D = 220 mm, and the inside diameter is d = 200 mm. Determine the vertical shear stress on the y-z plane of the pipe wall. 36 kN C Pipe cross section. D
16 mm 16 mm A M B |--40 mm-|--40 mm-| B D Couple-moment M is applied to the beam, which has a cross-section, as shown in the Figure. if M = 458 Nm and ß =62 Determine the stresses at points A, B and D. Also determine the orientation of neutral axis measured from z-axis.
Please help me answer this asap thank you
Consider a two-component rod fixed at the left end. The first component (on the left, positioned from z=0 to z=L/2) is a solid rod with a shear modulus of G and radius c1. The second component (on the right, positioned from z=L/2 to z=L) is a hollow pipe fixed to component 1 at z=L/2 with the same shear modulus and outer radius c1, but with an inner radius of c2. A torque of 6To is applied at z=L/2, and a torque of -2To is applied at z=L. What value of c2 is required to make the maximum shear stress equivalent in each component? What is the angle of twist at the free end at z=L?
A compression load of P = 55 kips is applied to a 2 in. by 2 in. square post, as shown. Determine the normal stress σn perpendicular to plane AB and the shear stress τn⁢t parallel to plane AB. Assume α= 30°.Calculate the normal force N perpendicular to the plane AB and the shear force V parallel to plane AB. Report both answers as positive numbers.Answers: N = kips, V = kips.
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 8 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 5 mm in diameter. Assume a = 570 mm, b = 285 mm, h = 360 mm, and 0= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 120 MPa, determine the maximum load Pmax that can be supported by the structure. D (1) h B a Answer: Pmax i b kN
The simply supported beam shown supports a uniformly distributed load of w = 50 kN/m. Assume x = 1.6 m, a = 3.5 m, b = 6.0 m, xk = 2.5 m. The cross-sectional dimensions of the beam are b₁ = 305 mm, t₁ = 23 mm, d = 480 mm, tw = 14 mm, and y = 85 mm. Determine the principal stresses and the maximum shear stress acting at point H. On a piece of paper, show these stresses on an appropriate sketch. ΧΗ พ bf H H B K Ун XK Ук b K a tw d
2 kip/ft 6 in 10 in B. 40 kip 16 in D. 16 In 5 ft 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axial load, as shown. Assume that the Internal resultants on the cross-section passing through point D are as follows: • ND -40 kip • VD 0 Mp = +100 kip-ft Which of the following is closest to the longitudinal normal stress at point D? O-78.1 psi +235 psi O-153 psi O-1.77 ksi H: