Qli- Calculate the instantaneous and long-time deflection (time limit of 5 years) of a no ft...
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time - Calculate the instantaneous and Long- deflection (time limit of 5 years of a no ft span Simply supported beam (n=8). fc = Hksi, fy= boksi W2 = 1x18t Wo=2k1ft 12 = 12k 2.5 # Po=16* 2#10 3oft (22.5 Klopp 6#) 13.5 th
Qli- Calculate the instantaneous and long-time deflection (time limit of 5 years of a no ft span Simply supported beam (n=8), fc-uksi, fyz boksi (50%) W2 = 1 x 1 lt 12 = 12k 2.5 WD2K/ft Po=104 2 #10 3oft 22.5 posta 6#1 3.5" t 16 +
Long-time Q1:- Calculate the instantaneous and deflection (time limit of 5 years) of a no pt span Simply supported beam (n=8), fé-u ksi, fyz boksi (50%) 205 W2 = 1x18t WO = 2k/ft 12 = 12 * Po=104 2 #10 22-5 3oft post 6#) 3.5 t 16"
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time Q1:- Calculate the instantaneous and Long- deflection (time limit of 5 years of a no ft span simply supported beams (n=8). fr=uksi, fy=boksi (50%) w =) кі 10= 12к Mp3 2 Kik Po=104 2.5 $ 2#jo Зор Jolt 22.5 Олония ## VoITAllMAXB MARTIN 3.5"
time of Q1:- Calculate the instantaneous and Long- deffection (time limit 5 years) of a no pt span Simply supported beam (n=8), fé-H ksi, for boksi (50%) 122= 12k Po=10k 2.5 122.5 W2 = 1 kilt WD = 2k1ft 2#10 3oft Klost 6#11 3.5
1. For the cross section and loading shown below. [50 points] 10" fc-5500 psi 60,000 psi Concrete unit weight 150 pcf 18.5, P,-15 kips w 1,500 lb/ft 32" 25" 37 (12) #8 15" a. Calculate the gross moment of inertia, Ig, and the location of the centroid, ybar (from the bottom) Neglect the steel when calculating Ig. [10 points] b. What is the cracking moment, Mcr? [5 points] c. Calculate the cracked transformed moment of inertia, Icr. [10 points] d....
5:06 0 < HW #7 HW #7-Due 4/10/2019.doc t] .Calculate strain in tension steel and nominal moment strength for the precast section shown below. Given:f C." 4,000 psi,f,-60,000 psi (a) A-3.00 i 2 (b) A,-5.641 2 30 in 26 A, in 2. A reinforced slab (3.5 inch thickness) built integrally with beam consists of four spans (8'6" ft. on-center). The clear span of the slab is 7" 6" for all spans including the end span. The service live load on...
Clayton Campus- R... Unit Guide Manager Current students- ENG1001-Lighter.. SISys NGT001 Q1: Ans: I113.5x10 beam centre mm max compress stress = 358MPa at A/D, max tension stress 286 MPa at QUESTION 2 A concrete slab, 300 mm thick, 3 m wide and 4 m long, is used to support a characteristic live load of 4 kN/m2. It has two service ducts (holes) of diameter 100 mm equally spaced along its width. The concrete slab with ducts is simply supported by...
Question 5: Sydney Bay Ltd has five employees. According to their particular employment award, long-service leave can be taken after 12 years, at which time the employee is entitled to 10 weeks' leave. If an employee were to leave before the completion of 12 years' service, no entitlement would be paid. 6. Name of employee Current salary ($) Years of service Years until LSL vests Black 40 000 2 10 White 40 000 4 8 Brown 50 000 6 Green...
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Problem 2(50 points) The roof of the Edwin A. Stevens building is to be redesigned to accommodate a billboard for Stevens Institute of Technology. The new billboard will weigh 40 kips and be supported equally by two columns located 9 ft from the rear of the building. The beams supporting the new roof will be simply supported as shown. (Note there is a 5 ft overhang at the front of the building). For the grade...