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An I-section bean is fabricated with plates having an elastic section modulus of 200 × 10-5m3. If the laterally unsupported steel beam is classified as a semi-compact section, then the design plastic moment capacity of the beam considering Fe 410 grade of steel and the partial safety factor of material as 1.1 will be ____ kNm. (Use Bending stress reduction factor (XLT= 1.0) 
  • a)
    453-456
Correct answer is '453-456'. Can you explain this answer?
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Verified Answer
An I-section bean is fabricated with plates having an elastic section ...
Concept:
The bending strength or the plastic moment capacity of a laterally unsupported beam is given by:
Md = βb Zp fbd
Where
βb = 1 → for plastic and concept section
 for semi - compact section. 
Ze = Elastic section modulus
Zp = Plastic section modulus
fbd = design bending compressive strength
ymo = Partial safety factor for material = 1.1
XLT = bending stress reduction factor to account for lateral torsional buckling
XLT ≤ 1.0
Calculation:
For a semi-compact section of a laterally unsupported steel bean plastic moment capacity
XLT = 1.0
γmo = 1.1
fy = 250 Mpa for grade fe 410
Md = 200 =  454.54 kNm
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Most Upvoted Answer
An I-section bean is fabricated with plates having an elastic section ...
Concept:
The bending strength or the plastic moment capacity of a laterally unsupported beam is given by:
Md = βb Zp fbd
Where
βb = 1 → for plastic and concept section
 for semi - compact section. 
Ze = Elastic section modulus
Zp = Plastic section modulus
fbd = design bending compressive strength
ymo = Partial safety factor for material = 1.1
XLT = bending stress reduction factor to account for lateral torsional buckling
XLT ≤ 1.0
Calculation:
For a semi-compact section of a laterally unsupported steel bean plastic moment capacity
XLT = 1.0
γmo = 1.1
fy = 250 Mpa for grade fe 410
Md = 200 =  454.54 kNm
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Community Answer
An I-section bean is fabricated with plates having an elastic section ...
Concept:
The bending strength or the plastic moment capacity of a laterally unsupported beam is given by:
Md = βb Zp fbd
Where
βb = 1 → for plastic and concept section
 for semi - compact section. 
Ze = Elastic section modulus
Zp = Plastic section modulus
fbd = design bending compressive strength
ymo = Partial safety factor for material = 1.1
XLT = bending stress reduction factor to account for lateral torsional buckling
XLT ≤ 1.0
Calculation:
For a semi-compact section of a laterally unsupported steel bean plastic moment capacity
XLT = 1.0
γmo = 1.1
fy = 250 Mpa for grade fe 410
Md = 200 =  454.54 kNm
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An unsupported slope of height 15 m is shown in the figure (not to scal e), in which the slope face makes an angle 50° with the horizontal.The slope material comprises purely cohesive soil having undrained cohesion 75 kPa. A trial slip circle KLM, with a radius 25 m, passes through the crest and toe of the slope and it subtends an angle 60° at its center O. The weight of the active soil mass (W, bounded by KLMN) is 2500 kN/m, which is acting at a horizontal distance of 10 m from the toe of the slope. Consider the water table to be present at a very large depth from the ground surface.Considering the trial slip circle KLM, the factor of safety against the failure of slope under undrained condition (rounded off to two decimal places) is _________. Correct answer is '1.96'. Can you explain this answer?

An unsupported slope of height 15 m is shown in the figure (not to scal e), in which the slope face makes an angle 50 with the horizontal. The slope material comprises purely cohesive soil having undrained cohesion 75 kPa. A trial slip circle KLM, with a radius 25 m, passes through the crest and toe of the slope and it subtends an angle 60 at its center O. The weight of the active soil mass (W, Bounded by KLMN) is 2500 kN/m, which is acting at a horizontal distance of 10 m from the toe of the slope. Consider the water table to be present at a very large depth from the ground surface.Considering the trial slip circle KLM, the factor of safety against the failure of slope under undrained condition (round off to two decimal places) is_________ Correct answer is '1.96'. Can you explain this answer?

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An I-section bean is fabricated with plates having an elastic section modulus of 200 × 10-5m3. If the laterally unsupported steel beam is classified as a semi-compact section, then the design plastic moment capacity of the beam considering Fe 410 grade of steel and the partial safety factor of material as 1.1 will be ____ kNm. (Use Bending stress reduction factor (XLT= 1.0)a)453-456Correct answer is '453-456'. Can you explain this answer?
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An I-section bean is fabricated with plates having an elastic section modulus of 200 × 10-5m3. If the laterally unsupported steel beam is classified as a semi-compact section, then the design plastic moment capacity of the beam considering Fe 410 grade of steel and the partial safety factor of material as 1.1 will be ____ kNm. (Use Bending stress reduction factor (XLT= 1.0)a)453-456Correct answer is '453-456'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about An I-section bean is fabricated with plates having an elastic section modulus of 200 × 10-5m3. If the laterally unsupported steel beam is classified as a semi-compact section, then the design plastic moment capacity of the beam considering Fe 410 grade of steel and the partial safety factor of material as 1.1 will be ____ kNm. (Use Bending stress reduction factor (XLT= 1.0)a)453-456Correct answer is '453-456'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for An I-section bean is fabricated with plates having an elastic section modulus of 200 × 10-5m3. If the laterally unsupported steel beam is classified as a semi-compact section, then the design plastic moment capacity of the beam considering Fe 410 grade of steel and the partial safety factor of material as 1.1 will be ____ kNm. (Use Bending stress reduction factor (XLT= 1.0)a)453-456Correct answer is '453-456'. Can you explain this answer?.
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