Given the following: b=355mm d=575mm fc'=27.5MPA fy=275MPA Mu=670kN-m Determine As A. USE NSCP 2015, As = wwbs B. USE NSCP 2001, As = sq.mm.

Structure RA R RE, VL MA, MC V B. VD nd Mm Hw. Draw I L far

Material Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y

Using NSCP 2015 and Fy = 50ksi, determine the fcPn and Pn /2c for the column shown. W8X24 C10X15.3 KL = 12ft %3D

Right support: Elasticity= 374 Gpa Left support: Elasticity= 274Gpa Elongation= 9mm Answer item 1 only.

130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…

wL+ Smax 8EI

round off final answer to 4 decimal places