Determine the magnitude acting on joint C for the frame shown below. 370 P- 72 N 1.7 m C 2.9 m 490 A 0.8 m Equations E#2.pdf O 258.5 N O 343 N 68.7 N
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- Given P=30kN. Using the Method of Joint, determine the force in Member FG (in kN). (positive indicates tension, negative indicates compression)@ docs.google.com/forms ()} find force in member BC by by the .method of joints 346 kN (@ 446 O 546 O 646 O non of these O spaomd)A W section is used as a column of hinged ends with a length of 6 m. Fy = 248 MPa and E = 200GPa.Use the formula for combined stress. Section properties:A = 21300 mm2Sx = 2080 x 10^3 mm^3rx = 119 mmSy = 746 × 10^3 mm^3ry = 68.10 mm Questions:Determine the safe distance along the plane of the web could an eccentric load of 197.6 kN be placed.Hint Answers: 1,420.18
- other given: T(sub B) = 80.11 T = 5.67 kN-mA W section is used as a column of hinged ends with a length of 6 m. Fy = 248 MPa and E = 200GPa.Use the formula for combined stress. Section properties:A = 21300 mm2Sx = 2080 x 10^3 mm^3rx = 119 mmSy = 746 × 10^3 mm^3ry = 68.10 mm Questions:Determine the safe distance along the plane of the web could an eccentric load of 197.6 kN be placed. Kindly Use NSCP 2015 please for this problemHint Answers: 1,420.18The single Cardan/Spicer universal joint is also known as the_____. a. cross joint b. four-point joint c. both a and b d. neither a nor b
- The load is supported by the four stainless steels wires that are connected to the rigid members AB and DC. The members were originally horizontal, and each wire has a cross-sectional area of 16mm2. Given that E= 200Gpa for all the steel wires. a) Draw Freee Body Diagram(FBD) of each rigid member. b) Determine the angle of tilt of each member after the 2250N load is appliedDetermine the vertical displacement of joint B. Each A992 steel member has a cross-sectional area of 1.5 iSelect the lightest WT4 shape to be used as a 20 ft long tension member to resist the of dead load, D=40 k, live load, L=60 k, snow load, PS=25 k, and earthquake, E=110 k. The connection is two lines of bolts through the flange with three 3/4-in ∅ bolts in each line spaced at 3 in on center. Use A992 Grade 50 steel. Neglect block shear.
- Question no 1: a)Determine the critical load for its stability if Both ends are fixed.b) For these systems determine the developed stress (It is pin supported, bottom is fixed and the top is pinned;The system is fixed on the bottom ,Both ends are fixed.) The length LB is 14m and material is ANSI1020 where beam is W12 X 87.(a) Assess the stability of the wedge formed from intersection of the two joint planes with the face of a wall slope dipping 56° at dip direction 329°, or briefly shown as (56°/329°). The dip and dip direction for the two joint sets are as follows. Joint Set 1: (41°/51°), Joint Set 2: (40°/326°). Joint planes are assumed to have no cohesive resistance (C = 0) and their friction angle (‹= phi) is assumed to be the same for both joint sets and equal to 26°.(1) E 4 kips C Lon -9 ft-9 ft——9 ft——94—- 1 kips What are the member forces in BD, BE and CE? Indicate if they are in tension (T) or compression (C).