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- For shown single angle, neglecting block shear strength: The shear lag coefficient is ... The governing net area is...... The effective area..... '1 The allowable tensile strength is 0 O 3@1½ O L 8x4x9/16 1½" -½" gusset plateCompression Member Analysis and Design 2A 2 - inch hole ic to be punchicd on a 3/8-inch thick plate with an ultimate chearing strergth of 42 ksi. KWhat should be the minimum the puncher.? compressive strength of
- What is the relative roughness for non-circular pipes? O 4R/E O R/E O D/EThe rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the aluminum post was 0.1mm shorter than the steel posts at temperature of 50°C, if the allowable compressive stress in steel is limited to 120 MPa and in aluminum to 150 MPa, what is the maximum possible load P that can be supported on the rigid plate at temperature of 10°C ?Determine the maximum effective net area of the fillet weld using the maximum weld allowed by the code. Length of 550 mm and a maximum weld size is 12.5 mm. * P 10,601 sq.mm. 9721 sq.mm. 8840 sq.mm. O 1100 sq.mm.
- The second and the third 15 cm number of blows in an SPT required for penetration is taken as O a. Seating drive O b. Penetration resistance O c. both seating drive and penetration resistance O d. overburden pressure Clear my choicecd efgh ij O klmn u op V 0 0 0 t Р What is the line for which the section will rupture in tension? All holes are the same diameter. m n j h d(1) (2) 24" (3) 4#7 12" 4#8 12% 4 #9 14" 41 3" 18.5" L 2.5 opening I 2,5" 14" 4" 21" nobuje to 4 3" 3" 4#9 fó= 4000 psi NWC Grade 60 Steel. & Mn = ? fé=3000 psi Grade 60 steel, Tied Bars. &Mn = ? fé= 4ksi. NWC Grade 60 steel, Tied Bars. & Mn = ? 21" NwC 13" fe= 3 ksi Nwc Grade 60 steel & Mn = ?
- 13. For a 14-in-wide and 1/2-in-thick plate subject to tensile loading with staggered holes as shown. What is the Ae? A) 5.05 in B) 5.35 in² C) 5.75 in D) 6.65 in 002 00'E 00'00'E 00'2 Pa MAA 19⁰ the U. Pa G N° boits inCheck the following beams for compliance with ACI. Check the following: þMn > Mu As > As,min rebar spacing, cover requirements (cite ACI section) 2. Precast beam in parking garage: Mu = 800 k-ft %3D 18"- #3 stirrup -1 12" clear 25" 1' clear 14 ea. Nb. 8 bars f'c =6000 psi fy =60,000 psiPlz, solve this problem using Flexibility method and show all the steps one by one and draw SFD and BMD Structural Analysis-2