he Beams are and L 80 Girder Column Beam 12 pts Calculate qu and wu for the Beam
ID: 1712242 • Letter: H
Question
he Beams are and L 80 Girder Column Beam 12 pts Calculate qu and wu for the Beam and draw the Vu and Mu diagrams 212 pts Using the end reactions from the beams, draw the Vu and Mu diagrams for the Girder. 3)8 pts Use qu and the contibutory are to find Pu on the column 4)8 pts If the Beam Mu 700 K-ft select the lightost W section assuming Lb0 15,10 pts lf the Girder Mu 700 K-ft select tha lightest w section assuming Lb-85 lf Lb>Lp show interpolations 10 pts What is the maximum Mu that a w1rx40 bean, could carry if Lb=107 10 pts If a w 16X40 beam was 34' long and carried an actual load of 600#ft, what is the deflection. 8, 10 pts If a Column has Pus 750K, Lux-22·and Luys 3. and K-0.7 Find the lightest W14 that will work, Show which Kur controls 10 pts What length of 1/2" fillet weld would be required to carry a Pu of 200K? 10 10 pts In the pictured connection, each 36 ksi bar is 1.5 wide and 0.5" thick. The bolts are 3/4". Calculate Phi Rn for ile yielding and tensile rupture for one bar.Explanation / Answer
phi*Rn = phi * 0.6 * Fu * Anv where: phi = 0.75 Fu = tensile stress Anv = net area in shear
Related Questions
Navigate
Integrity-first tutoring: explanations and feedback only — we do not complete graded work. Learn more.