Design a Bolted connection between member B-C and B-A if B-C section is W310x86 and B-A is W310x86 P3 = 0, W1= 5 KN/m, P1 = 10 KN, P2 = 10 KN L = 4m, H1 = 2m H2 = 7m, P1 at L/2, P2 at 3L/4 notes choose proper material, all loads are unfactored Dead loads P3 H2 A B HINGE W1 D P1 P2 H1 L HINGE C

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The largest load P that can be applied is approximately equals: Arca - 0.00126 m oall - 45 MPa a)57 kN B Aren- 0.0007 m b)60 kN Weld allowable strength - 60 kN all - 95 MPa c)67 kN d)50 kN

Take R as 70

a welded connection is in eqilibrium under the action of the four forces shown. Knowing that FA=8lbs and FB= 16lbs, determine the magnitudes of other two forces *3dec places all final

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Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below complies with the design requirements of BS 5268-2. The column consists of two 38 x 150 C22 timbers 76 mm apart. All joints are glued and intermediate packs are 250 mm long. suitable connection #### x ->89² 6:38. Y T -end blocking AP 100 intermediate blocking L₂ 1₁ x W L W EFH 400 m 38kN medium term load -ICHICHID -200 600 600 600 600 600 600 200 38kN medium term load

A 3/4 in (thickness) X 5 in (height) steel plate is connected to another one through two bolts of nominal diameter 1/2 in in a zig-zag arrangement as shown. Determine the tensile strength capacity Pu of the connection. Review the three limit-states: (a) yielding in the gross area, (b) rup- ture in the overall net tensile area, and (c) block shear strength.

A tension connection consists of A36 steel double angles (two L4x4x1/4 shapes, or 2L4x4x1/4) fastened to a 4x10 No. 2 Red Oak member with a single row of four 0.875 inch A307 bolts. The connection is subjected to normal temperatures but wet in-service conditions. Assume the group action factor is C,=0.95 and the geometry factor is Ca=1. The controlling ASD load combination is D+ L where L is from occupancy. Elevation Cross Section L4x4x1/4 L4x4x1/4 Pa Р. 2L4x4x1/4 4х10 4x10 Plan L4x4x1/4 Pa/2 Pa 4x10 L4x4x1/4 Pa/2 • Determine the load, Pa, that the connection can support based on tension strength of the 4x10. Pa=. lb • Determine the load, Pa, that the connection can support based on gross tension yield of the double angles. The ASD design strength for gross tension yield is F,A,/1.67 where F=36 ksi, A,=1.93 in² for each L4x4x1/4. Pa=. lb

TOPIC : TRUSS ADALYSIS (USWE METHOO OF JONTS) complete one tabe. EXPERIM ENTA L OMPUTED VALUES TRIALS % EPOR VALUES, N TRIAL #I RA=O4459 K9 (6.5258 Ikg load at pt-C KF :0-3345 ka 3.2781 -2.99N (T) -4.39 N (T) (c) BOTTOM CADRO WEB TOP CHORD 6-17 H (C) B P16URE OF TROSS A