10/10 find the tensile stress in upper plate in section 3-3 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN B-bolt DIA. 10 MM 10 MPa 12.5 MPa 15 MPa 8.5 MPa no one 8 mm 300 mm. O- O O--O O ----..
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- 10/10 find the tensile stress in upper plate in section 1-1 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 30 МРа О 33 МРа О 35 MPа 37 MPa no one 300 mm O- O 4)10/10 find the tensile stress in upper plate in section 3-3 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM ww 8 300 mm (2) -O- O 3)8. H / The beam shown below has across seclion of channel Shape with width 360mm.and haghs h= loomm, the web thickness ist= 14mm.Deler- Mine ihe Max imum tensile aud Compressive stressin the beam due to unifom Load? 360Mm 3.6KN/M 14m tiom Please Sir 5T CASIC f-991ES PL DATURAL u CALC (-)
- 2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KNQ4\ Which of the following is a zero-force member? 3 8KN 4 G 4 エ 子c D. 4 B AC BD IF ID0: ll zain IQ docs.google.com/forms O no one 0/10 find the tensile stress in upper plate in section 1-1 5 1 80 kN 80 kN B-bolt DIA. 10 MM 80 kN 80 kN B-bolt DIA. 10 MM 30 MPa O 33 МРа 35 MPa 37 MPa no one + ... 300 mm
- What is the minimum required bolt diameter (mm) at C ifthe allowable bolt shear stress is 68 Mpa.a. 9 mm c. 11 mmb. 10 mm d. 12 mm Determine the stress (Mpa) in strut BC.a. 5.6 MPa c. 3.2 MPab. 2.8 MPa d. 6.4 MPa Calculate the bolt stress (Mpa) at A if its diameter is 20mm.a. 7.64 MPa c.11.46 MPab. 3.82 MPa d.14.92 MPaProblem 4 Determine the design tensile strength Pn of the MC18x58 channel shown based on yielding and rupture of the tension member. Do not check block shear. 1. Gusset PL. 7/8"] 5@3" MC18x58 1 1/4 in Standard Holes**ZAO O "l zain IQ YA docs.google.com/forms 10/.. find the shear stress in bolts 2 3 1. 5 4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 110 MPa. 127 MPa. 509 MPa no one 0/10 find the tensile stress in upper plate in section 1-1 (2 (5 (3 1 4) + ...
- 10/- find the bearing stress between bolts and plate 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 125 MPa 12.5 MPа О 250 MPа no one O 8 mm 300mm 3. 4) -O--O O 5,أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f, = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.