Solution:- As per given below,
Given thickness of slab is not adequate for applied loadings. Shear force produced is also huge.
Note: 1) Please write all your calculations not just the result (no point will be awarded...
Note 1) Please wite all your calculations not just the resut (no point will be awarded for results only) P 3of 3 10 Mute 75 D oade 1000 &L 3000 Given: 4 ks y 50 ks For a continues beam, Ve 26f'c bw.d Calulate the shear foce for stirup calculations, and check all ACI requirments o Normal weight concrete is used RA 28 Use Rau Rbu 3 legs for Max. shear force.Use #3 bar As 2-Caloulate the stimp spacing with...
seeking structural engineering help. please answer the entire question, showing all steps. thank you very much! The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
Please show all work and steps. Any help will be appreciated and thank you for your time! Coordinates (x, y, z): A(0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) O (20cm, 0, 12cm) Fixed support (y direction 35 kN (x direction) 22 kN-m (z direction) 16 kN A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine...
PLEASE ANSWER ALL PARTS OF THE QUESTION A 00 Coordinates (x, y, z): A (0, +7mm, 0) B(0, 0, -7mm) C(0, -7mm, 0) (20cm, 0, 12cm) Fixed support (y direction) 35 kN y (x direction) 22 kN (z direction) 16 kN-m A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine the following: 1. Which internal forces cause...
I provided an example problem, the question asked is the last photo included. I also provided the tables used. Span leng DL-1550 LL-1400b/ Desigh this r da fHetion and bendmg 5000 fsi :5Ksi Grade G0 steel fyr Goks d shrvup 6.5" No. 4 stimpr 名 De Flechon ChantGo ection min h llo llo 30-1.5b 3b b. guess h-5(18")-27'. h-2.0(К")-36 b-an," b: 15" Try 1-3a 1.2. (215 /1. (1400)4,gaol/ 964, 000l- 0ooa 00 Fc-5 ksi y G0,000pst E-0.85-[065 (5 ksi-4)-DXO 15...
please answer all correctly!! Coordinates (x, y, z): A (0, +7mm, 0) | B (0, 0, -7mm) C(0, -7mm, 0) 0 (20cm, 0, 12cm) Fixed support y direction) 135 kN (x direction) 22 kN-m (z direction) 16 kN A structure is made of a series of rigidly-connected solid cylindrical segments with a radius of 7mm. Each segment aligns with one of the given coordinate axes. For the loading shown, determine the following: 1. Which internal forces cause normal stresses, and...
P8.023 GO Multipart Part 1 A channel shape is used to support the loads shown on the beam. The dimensions of the shape are also shown. Assume La-3 ft, Lac-9 ft, P-2000 lb, w 850 Ib/ft, b-14 in., d-10 in., t-0.625 in. Consider the entire 12-ft length of the beam and determine (a) the maximum tension bending stress at any location along the beam, and (b) the maximum compression bending stress at any location along the beam. 14 Break the...
How do I solve this? 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...
Discussion questions 1. What is the link between internal marketing and service quality in the airline industry? 2. What internal marketing programmes could British Airways put into place to avoid further internal unrest? What potential is there to extend auch programmes to external partners? 3. What challenges may BA face in implementing an internal marketing programme to deliver value to its customers? (1981)ǐn the context ofbank marketing ths theme has bon pururd by other, nashri oriented towards the identification of...