please answer this manually so I could follow it step by step tnx. PROBLEM: A built up section of A992 steel is made from plates fully welded together.The flanges consist of PL16x380 and PL12x500 for the web. Check the beam forflexure. Total load Deflection is limited to L/240. Cite all applicable specifications youused to solve the problem.1. For full lateral support2. For Lateral bracing at supports and midspans.3. For lateral bracing at supports only. If the beam cannot carry the given loadswhat maximum w and w, can be loaded for w/wp-1.5.A. ASD NSCP 2001B.LRFD NSCP 2010Awp-26 kN/m includes self weight1. For full lateral supportA10mw kN/mAw kN/mW/₂ kN/m10mw kN/m2. For Lateral bracing at supports and midspans.w₂km10mBWAN10mWL-40 kN/mB8m3. For lateral bracing at supports only.8m8m8mCyPL16x380PL16x380PL12x500PL16x380PL16x380PL12x500PL12x500 PLATE #3PROBLEM: A built up section of A992 steel is made from plates fully welded together. The flangesconsist of PL16x380 and PL12x500 for the web. Check the beam for flexure. Total load Deflection islimited to L/240. Cite all applicable specifications you used to solve the problem from NSCP 2015.1. For full lateral support2. For Lateral bracing at supports and midspan of AB.3. For lateral bracing at supports only, what maximum w and w₁ can the beam carryAW₁ = 26 kN/m Includes self wt.W₁ = 40 kN/mB10m2mPL16x380PL12x500xfor = 1.5.WDWL

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PLATE #3 PROBLEM: A built up section of A992 steel is made from plates fully welded together. The flanges consist of PL16x380 and PL12x500 for the web. Check the beam for flexure. Total load Deflection is limited to L/240. Cite all applicable specifications you used to solve the problem from NSCP 2015. 1. For full lateral support 2. For Lateral bracing at supports and midspan of AB. 3. For lateral bracing at supports only, what maximum w and w₁ can the beam carry A W₁ = 26 kN/m Includes self wt. W₁ = 40 kN/m B 10m 2m PL16x380 PL12x500 x for = 1.5. WD WL

PLATE #3 PROBLEM: A built up section of A992 steel is made from plates fully welded together. The flanges consist of PL16x380 and PL12x500 for the web. Check the beam for flexure. Total load Deflection is limited to L/240. Cite all applicable specifications you used to solve the problem from NSCP 2015. 1. For full lateral support 2. For Lateral bracing at supports and midspan of AB. 3. For lateral bracing at supports only, what maximum w and w₁ can the beam carry A W₁ = 26 kN/m Includes self wt. W₁ = 40 kN/m B 10m 2m PL16x380 PL12x500 x for = 1.5. WD WL

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 10.7.3P

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A built-up beam made from fastening two channels to a wide flange section carriesloads` as shown. The fasteners are 12mm∅ bolts with allowable shear stress τ= 110 MPa. Forbearing, σb= 220MPa for single shear, and σb= 275 MPa for double shear. E=200 GPA. Fy=420MPa. 1. Determine the Moment of Inertia of the Section2. Determine the Moment Capacity of the section if fb≤280MPa.3. Determine the flexural stress at fiber 30 mm above Neutral Axis at distance 5 metersfrom the support at A.4. Determine the maximum bending stress on the section.5. Determine the maximum shearing stress at Neutral Axis.6. Determine the horizontal shearing stress at 20 mm above the Neutral Axis.7. Determine the horizontal shearing stress at 95 mm above the Neutral Axis.8. Determine the spacing of the bolts. Answer only the number 4-6. Thank you!
A built-up beam made from fastening two channels to a wide flange section carriesloads` as shown. The fasteners are 12mm∅ bolts with allowable shear stress τ= 110 MPa. Forbearing, σb= 220MPa for single shear, and σb= 275 MPa for double shear. E=200 GPA. Fy=420MPa. 1. Determine the Moment of Inertia of the Section2. Determine the Moment Capacity of the section if fb≤280MPa.3. Determine the flexural stress at fiber 30 mm above Neutral Axis at distance 5 metersfrom the support at A.4. Determine the maximum bending stress on the section.5. Determine the maximum shearing stress at Neutral Axis.6. Determine the horizontal shearing stress at 20 mm above the Neutral Axis.7. Determine the horizontal shearing stress at 95 mm above the Neutral Axis.8. Determine the spacing of the bolts.
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