LEARNING ACTIVITY – 3 Problem. A 16x13 136 Steel Purlins spaced @0.81 m. o.c. with 11 mm. diameter Sagrods & Tierods @midpoint is subjected to the following roof loads: D=1.10 KPa, Lr=0. 10 KPa , & V=210 KPH (wind velocity). Use Fy=250 MPA & fs=151 MPa, Lb=4. 10m. o.c. (spacing of truss) Required: Check the adequacy of the following using LRFD-NSCP 2010 & MRM: (1) 16x13 136 Steel Purlins; (2) 11 mm. diameter Sagrods & Tierods. B D 4.0 m 4.0 m 20 kN 5.0 m

LEARNING ACTIVITY – 3 Problem. A 16x13 136 Steel Purlins spaced @0.81 m. o.c. with 11 mm. diameter Sagrods & Tierods @midpoint is subjected to the following roof loads: D=1.10 KPa, Lr=0. 10 KPa , & V=210 KPH (wind velocity). Use Fy=250 MPA & fs=151 MPa, Lb=4. 10m. o.c. (spacing of truss) Required: Check the adequacy of the following using LRFD-NSCP 2010 & MRM: (1) 16x13 136 Steel Purlins; (2) 11 mm. diameter Sagrods & Tierods. B D 4.0 m 4.0 m 20 kN 5.0 m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Derive an expression for BM for a cantilever carrying UDL over the entire span and a point load at its free end.
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Problem 7.65 - Enhanced - with Hints and Feedback Figure 3 m 6 m 12 kN/m 4 of 15 ■Review Draw the moment diagram for the beam. Follow the sign convention. Click on "add vertical line off" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. Note 1 - Draw a vertical line to denote local maximum or minimum. Note 2 - The curve you choose from the drop-down is only a pictorial representation of a real quadratic/cubic curve. The equation of this curve is not mathematically equivalent to the correct answer. Consequently, slopes at discontinuities and intercepts with the x-axis (if any) are not accurate. 1 of 1 ▸ View Available Hint(s) B الا 十四 A i ✓ ? 3 m 12 kN/m с 6 m M (kN·m) No elements selected 50 40- B 10:04 PM
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