Situation 5: Given the following data for a simply supported beam. Neglect weight of beam. Fy = 248 MPaBeam length: L = 5.0 mUniform Load:Dead Load = 25 KN/mLive Load = 20 KN/mProperties of BW Shape (Fy = 248 MPa)A = 9,580 mm^2d = 350 mmtf = 16.0 mm tw = 10. mmIx = 205.4 x 10^6 mm^4bf = 200 mm1. Which of the following nearly gives the maximum shearing stress (MPa) in the beam?28.22 MPa30.22 MPaО 25.12 М РаО 32. 14 МPРа

Answered: Image /qna-images/answer/bf58434d-cd04-4d9a-beb3-93ad15cfb9c9.jpg

Answered: Situation 5: Given the following data…

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

AW410 x 60 standard steel shape is used to support the loads shown on the beam in the figure. Assume P = 130 kN, w = 27 kN/m, a = 2.8 m, and b = 2.0m. Determine the magnitude and location of the maximum bending stress in the beam. A max = x = a i i B a → Pin |C * b W MPa m D a E
A cantilever beam of length L = 6 ft supports a uniform load of intensity q = 200 lb/ft and a concentrated load P = 2500 lb. Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. W8X35 W8X28 W8X21 W8X15 Weight per foot lb 35 28 21 15 Area Depth 2 In² 10.3 8.25 6.16 4.44 in 8.12 8.06 8.28 8.11 in 0.310 0.285 0.250 0.245 9= 200 lb/ft Flange Web Thickness Width Thickness In 8.020 6.535 5.270 4.015 L=6 f in 0.495 0.465 0.40 0.315 P = 2500 lb I in4 127 98 75.3 48 I S in³ 31.2 24.3 18.2 11.8
Problem 2 A loaded cantilever beam is shown. E=29,000 ksi. The W16 section that will limit the total load deflection at the free end of the beam, B to 0.75 in. is most nearly: WD = 0.5 k/ft WL = 1.0 k/ft PD= 2 k B PL = 4 k Answer: W16 x L = 12 ft %3D
Example 4.3: Determine the shear resistance of a rolled channel section 229 x 89 Grade S275 steel loaded parallel to the web. Design shear force is 50kN. b Properties (Taken from Eurocode 3 Blue book-Design Data) h = 228.6 mm b = 88.9 mm t₁ = 13.3 mm t₁ = 8.6 mm r = 13.7 mm A = 4160 mm² h tw
Example 4.3: Determine the shear resistance of a rolled channel section 229 x 89 Grade S275 steel loaded parallel to the web. Design shear force is 50kN. b Properties (Taken from Eurocode 3 Blue book-Design Data) IS CODE h = 228.6 mm b = 88.9 mm t₁ = 13.3 mm t₁ = 8.6 mm r = 13.7 mm A = 4160 mm² h tw
A wood beam is strengthened using two steel plates as shown in the figure below. V 6 mm 150 mm 6 mm |B 100 mm i The beam has simple supports and an overhang and is subjected to a point load and a uniform load as shown in the figure below. 13 KN q= 5.0 kN/m с 3 m Calculate the maximum tensile and compressive stresses of the beam. Assume that E = 11 GPa and E = 200 GPa. (Enter your answers in MPa. Use the deformation sign convention.) maximum tensile stress in wood MPa maximum tensile stress in steel MPa MPa maximum compressive stress in wood maximum compressive stress in steel MPa Need Help? Read It B 000 +1m-
A simply supported wood beam is reinforced with a steel plate of width b as shown in the figure. The beam carries a uniformly distributed load including the weight of the beam) of intensity 273 lb/ft over its 18-ft span. Using b = 4 in. and Est/Ewd = 20, determine the maximum bending stress (in psi) in the steel. Round off the final answer to two decimal places. - 6 in. - 10 in. 1/2 in. -b-
hi im stuck in this please help me out A wooden beam is loaded by a concentrated load ?P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that ???LAB = 3000 mm, ???LBC = 2000 mm, ?0B0=10 mm, ?1B1 = 30 mm, and ?H = 240 mm, ℎ0h0=200 mm, ℎ1h1=20 mm, determine the following quantities below: last two sub parts of question didnt fit in so i will type here- theres no question d e) Determine the maximum magnitude of shear force and bending moment, neglecting the sign. The maximum magnitude of internal shear force, positive value: N The maximum magnitude of internal bending moment, positive value: N*mm f) Determine the magnitude of the maximum bending stress in the beam, neglecting the sign. Maximum bending stress, positive value: MPa
A 3 m long beam has a 4 kN/m distributed load applied to the cantilever steel beam as shown below. The dimensions for a = 40,b= 40, c = 40, and d = 100. a w kN/m >a d Section a-a (unit in mm) Mc M 1_M FORMULAS: 06 = or == " I S P EI L b C
Determine the values of b (width), d (superelevation) and As (steel area) of a beam that supports a bending moment Mu composed of; dead load moment MD = 83.33 ft-kips + live load moment ML = 125 ft-kips + snow load moment MS = 100 ft-kips. Use f´c = 3,500 psi, and fy = 50,000 psi. Consider a strength reduction factor for a structural member used as a connecting component in precast members controlled by the creep of steel in members in tension. ACI 318.
Two vertical forces, each of magnitude P= 20 kips, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. 3 in. 3 in. 3 in. A 40 in. P -60 in. P 6 in. 2 in. 1 40 in. D The maximum tensile stress is The maximum compressive stress is required.) ksi. (Round the final answer to two decimal places.) ksi. (Round the final answer to two decimal places. Include a minus sign in the answer if
A rectangular concrete beam measures 300 mm wide and has an effective depth of 450 mm. Compression steel consisting of two No.22 bars is located 60 mm from the compression face of the beam. If f= 35 MPa and fy = 420 MPa, what is the design moment capacity of the beam for the tensile steel area As = four No. 36 bars in two layers? Provide material properties for concrete and reinforcing steel used in your design.

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