The internal shear force V at a certain section of an aluminum beam is 8 kN. If the beam has the cross section shown (assume a=35 mm, b=68 mm, tw=tf-4 mm, d=84 mm), determine: (a) the shear stress TH at point H, which is located 35 mm above the bottom surface of the tee shape. (b) the maximum horizontal shear stress Tmax in the tee shape. a H Answers: (a) TH= MPa. (b) Tmax = MPa. bf V

The internal shear force V at a certain section of an aluminum beam is 8 kN. If the beam has the cross section shown (assume a=35 mm, b=68 mm, tw=tf-4 mm, d=84 mm), determine: (a) the shear stress TH at point H, which is located 35 mm above the bottom surface of the tee shape. (b) the maximum horizontal shear stress Tmax in the tee shape. a H Answers: (a) TH= MPa. (b) Tmax = MPa. bf V

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Related questions

Q: The U-tube shown in figure (5), is filled with water and rotated about a vertical (0.15m) to the…

A: Given:-R=0.6mh=0.3mvertical axis = 0.15m to right of AGauge pressure at A=0To find:-Rotational speed…

Q: F & H are incorrect

A: As per question requirment we only find out f and h here. Find out - (f) Length of Curve (h)…

Q: Q1. Draw N,V &M diagrams 10 kN/m A to B 3m KN 40 2″m 3m 4m

Q: 6 in Gin Gin 9 in 3in

A: Schematic diagram of the given problem:

Q: XXXX W₂ W₁ Which of the following most nearly gives the external degree of indeterminacy? 2 4 O 1

Q: 65 degree 6' - 17 degree 54'

A: 1 degree = 60' 65 degree 6' = 64 degree 66'

Q: Problem 12.16 Consider the building frame shown in (Eure) Suppose that My 2.6 k/ft and s8 k/ft.…

Q: This is an answer you pulled from chegg, i was looking for something more detailed.

A: A parabolic crown follows a path of parabola while observed in cross section.Given,Level at center…

Q: Define nominal surface

A: Asked: To define nominal surface. Definition: Nominal surface can be defined as the theoretically…

Q: Figure 2. Inside perimeter Outside perimeter Centreline

A: Inside perimeter :Length×2+Breadth×2+2×2'+3'24'3''×2+12'×2+2×2'+3'=79'6''

Q: -0129 -077 R26

Q: Define phreatic surface.

A: The term phreatic is used in hydrology and the earth sciences to refer to matters relating to ground…

Question

The internal shear force V at a certain
section of an aluminum beam is 8 kN. If the
beam has the cross section shown (assume
a=35 mm, b=68 mm, tw-t-4 mm, d=84
mm), determine:
(a) the shear stress TH at point H, which is
located 35 mm above the bottom surface
of the tee shape.
(b) the maximum horizontal shear stress
Tmax in the tee shape.
a
H
Answers:
(a) TH =
i
MPa.
(b) Tmax
i
MPa.
=
bf
V
Tw

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 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, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A beam is part of the framing system for the floor of an office building. The floor is subjected to both dead loads and live loads. The maximum moment caused by the service dead load is 45 ft-kips, and the maximum moment for the service live load is 63 ft-kips (these moments occur at the same location on the beam and can therefore be combined). a. If load and resistance factor design is used, determine the maximum factored bending moment (required moment strength). What is the controlling AISC load combination? b. What is the required nominal moment strength for a resistance factor of 0.90? c. If allowable strength design is used, determine the required moment strength. What is the controlling AISC lead combination? d. What is the required nominal moment strength for a safety factor of 1.67?
Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the Manual will become slender. To which shapes does this value apply? What conclusion can you draw from your answer?
Compute the nominal shear strength of an M1211.8 of A572 Grade 65 steel.
Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4
Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.
A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are factored, and the uniformly distributed load includes a conservative estimate of the girder weight. Lateral support is provided at the ands and at the load points. Use LRFD for that following: a. Select the, flange and web dimensions so that intermediate stiffeners will he required. Use Fy=50 ksi and a total depth of 50 inches. Bearing stiffeners will be used at the ends and at the load points, but do not proportion them. b. Determine the locations of the intermediate stiffeners, but do not proportion them.
A tensile test was performed on a metal specimen having a circular cross section with a diameter 0. 510 inch. For each increment of load applied, the strain was directly determined by means of a strain gage attached to the specimen. The results are, shown in Table: 1.5.1. a. Prepare a table of stress and strain. b. Plot these data to obtain a stress-strain curve. Do not connect the data points; draw a best-fit straight line through them. c. Determine the modulus of elasticity as the slope of the best-fit line.
The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0.2011in.2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure. a. Generate a table of stress and strain values. b. Plot these values and draw a best-fit line to obtain a stress-strain curve. c. Determine the modulus of elasticity from the slope of the linear portion of the curve. d. Estimate the value of the proportional limit. e. Use the 0.2 offset method to determine the yield stress.
Estimate the transverse tensile strength of the concrete in Problem 12.6.
Verify the value of Zx for a W1850 that is tabulated in the dimensions and properties tables in Part 1 of the Manual.