PLS ANSWER C AND D A beam from the exterior balcony of a house is shown in the figure.Determine the following (f'c = 28.5 MPa and fy = 415 MPa) using all theNSCP provisions. Note: spacing requirements should be according to thelarger bar. (From Design of SRB topic).a. Depth of Tension zoneb. Actual Tension Steel Stressc. The net tensile straind. The ultimate moment capacity of the beam550 mm2-020 mm, 1-025 mmØ12 mmStirrups2-025 mm, 1-028 mmØ10 mmStirrups300 mm

Tensile stress is the force exerted per unit cross-sectional area on an object. Tensile strain is…

Answered: A beam from the exterior balcony of a…

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.8P

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A beam is of a cross- section in the form of a channel as shown in the figure STR - 2. When subjected to sagging bending moment about X-X axis, the ratio of maximum compressive stress to tensile stress is 7:3. Determine the dimension b. I need answer ASAP. Thank you!
The AD beam, which is fixed at left end, is under various loads as shown below. a) Draw internal load diagrams (Nx, Vy, M2) using the method of section. b) Determine the state of stress at points G, H and I for section B. c) For the corresponding points, indicate the results (i.e. stress components) on a differential element. b2 A B G М F2 2l h bi GIVEN DATA: Fo = 10000 N, F1 1200 N, F2 = 1000 N, qo = 50 N/cm, Mo = 50000 Nem, l = 25 cm bi = 10 cm, b2 = 20 cm, h 12 cm, t 1 cm
Please answer the question correctly and pleaase put the answer on the paper. Thank you Note: The tolerance is ± 1 in the third significant digit. Put the exact answer
Please show intermediate steps including free body diagrams, equations used, problem setup etc. so that your approach can be followed.
I need a clear answer by hand, not by keyboard and fast answer within 20 minutes. Thank you | dybala For the beam loaded as shown, find the maximum tensile and compressive bending stresses and maximum shearing stress.. IN.A=4*10mm* 80mm 100mm 60mm 60mm 1.5KN 2kN/m 1mal A |-----|- | Im ++ Im->> 3m 3kN/m
A 76 mm x 76 mm x 6 mm angular section is welded to a gusset plate having a thickness of 10 mm as shown in the figure. The length L1 equals 125 mm and L2 is 65 mm. The angular section has a cross sectional area of 929 mm2, Fy = 248 MPa, FU = 400 MPa. a. Determine the value of the tensile force P based on gross area in kN. b. Determine the value of tensile force P (KN) based on net area if the value of shear lag factor is 0.85. c. Determine the value of tensile force P based on block shear in gusset plate along the weld in kN. gusset plate L₂= 65 mm 25 m Allowable stresses: Allowable tensile stress (gross area) = 0.6Fy Allowable tensile stress (net area) = 0.50Fu Allowable shear stress (net area) = 0.30Fu P
The following steel circular bar (Es = 200 GPa) is divided into two segments. Segment 1 is tubular and segment 2 is solid. Determine the distance "x" so that the bar does not exceed a total deformation of 2.5 mm. The load P is equal to 25 kN, the diameter d is equal to 30 mm, and the length L is equal to 10 m.
PROBLEMS: 1. The bolt connection shows 8-22mm diameter bolts in a bolt hole diameter of 25 mm and spaced according to the following: Sı = 40mm T = 16mm S2 = 80mm S3 = 50mm S4 = 100mm te = 12mm Determine the force T if the allowable tensile stress is 200 MPa, the allowable bolt shear stress is 120MPa and the allowable plate bearing stress is 120 MPa. 2. A long retaining wall is braced by wood shores set at ang angle of 30° and supported by concrete thrust blocks as shown. The shores are evenly spaced, 3m apart. For analysis purposes, the wall and shores are idealized on the second image. Note that the base of the wall and both ends of the shores are assumed to be pinned. The pressure of the soil against the wall I assumed to be triangularly distributed, and the resultant force acting on a 3-meter length of the wall is F= 190KN. If each shore has a 150mmx150mm square cross section, what is the compressive stress in the shores? Retaining wall Soil Concrete Shore thrust block 30 30 1,5 m…
write legibly Indicate all necessary FBDs, concepts and formulas needed in the solution. The members of the truss are 25mmx50mm in cross section. Determine the maximum load P that can be applied so that the stresses will not exceed 100 MPa in tension or 70 MPa in compression. See figure 101.
ASAP Hi! Can you help me with this problem? I'm having trouble answering this, I will give thumbs up for your answer. Thank you!
Calcualte the following: Total factored floor load in 2 decimal places, ___ kPa Total factored uniform load on girder GH in 2 decimal places, ___ kN/m Maximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ___ kN·m

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