Problem 2 (Pro 4.4 Textbook modified): Draw FBDS and show load conditions for B-1, G-1, interior column, C1. Loads: 72 = 25 psf Roofing and joists = 10 psf SL B-! (TYP.) %3D 2XFRAMING JOISTS 16' d.c. W/PLYWOOD SHEATHING (deck) GLU-LAM iOLUMNS Truss joist Insul., mech., elec. Beams B-1 and B-2 = 15 #/ft. Girders G-1 and G-2 = 50 #/ft. 3 psf 5 psf C1 %3D G2i 24' 24' 24' RaOF FRAMING PLAN

Need only a handwritten solution only (not a typed one).

Explain properly.

Per the ACI, what is the minimum girder depth (Select a uniform depth for all girders) Material properties are:- Concrete weight: wt = 150 pcf- Concrete compressive strength: f’c = 4000 psi- Steel tensile strength: fy = 60 ksi- Stirrup consists of #4 bar- Framing members are not exposed to weather or in contact with soil. Answer from:  24", 30", 36", 28"

11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50. 1/2" W14x34 R₁ = 40kips FIGURE 11-43 Detail for Exercise 11-1

ASSIGNMENT #6 CASE 2 Purlin Design The figure shown has trusses 5.5m apart with midpoint sag rods and Purlins spaced 2.5m on center. The roof truss is inclined 1 vertical to 2 horizontal. The weight of roofing materials is 0.8 kPa, wind load is 0.7 kPa perpendicular to the roof surface, minimum roof live load is 0.6 kPa. Design a channel section of steel Fy = 345 mPa, for the purlins. Use LRFD and ASD of NSCP 2015.

feu = 40 MPa Cover = 3smm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the reinforcement for the following one-way slab: Slab thickness,h= %3D 160 mm Design Mid-span Moment, M = 35 kNm Preferred bar sizes = main bar: 12mm; distribution bar: 10mm Q2a. Calculate the steel area required (in mm2per m width). Q2b. Provide main bars and distribution bars.

Question 5 (2 points) v Saved The CLT members are used as columns True False Question 6 (2 points) v Saved The vertical member in the wood framing within the load bearing walls is called Joist Stud Bridging Rafter Question 7 (2 points) v Saved Wood members should be raised from the ground True False

(e) Regardless of the load duration (i.e., standard, permanent, or short term), the wet service condition causes almost the same reduction in the compressive strength for glulam sections. (

Per the ACI, what is the minimum girder depth (Select a uniform depth for all girders) Material properties are: - Concrete weight: wt = 150 pcf - Concrete compressive strength: f' = 4000 psi - Steel tensile strength: fy = 60 ksi - Stirrup consists of #4 bar - Framing members are not exposed to weather or in contact with soil. Answer from: 24", 30", 36", 28" 30-0¹ B4 Member Solid one- way slabs D4 83 Colm - % 30-07 Dean /16 -Sab Mark 3 co B 30/0 82 D2 TABLE 9.5(a) MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE CALCULATED U/18.5 -Ginder 15 Minimum thickness, h One end Both ends Simply supported continuous continuous Cantilever Members not supporting or attached to partitions or other construction likely to be damaged by large deflections €20 1/24 /28 /10 40-0 Beams or ribbed one- way slabs Notes: Values given shall be used directly for members with normalweight concrete and Grade 60 reinforcement. For other conditions, the values shall be modified as…