Q5/ For the floor system shown in fig. Answer the following:- 1-Determine the ultimate bending moment through sections (1-1) to (6-6)? 2- Design beams in sections (2-2),(3-3),(5-5),(6-6)?if d =390mm 3-if the beam in section (7-7) reinforced with 3#25 at bottom. What is the maximum live load may be applied on the floor? Use the following data:- Roofing load=3.5kN/m² ,W1=5kN/m², f'c=25Mpa fy=420Mpa Y. = 24kN / m’,7 prick = 18kN / m All column=300*300mm,bw=300mm,stem depth=300mm slab thickness =160mm, over all beams partition with 0.25m thickness and 3.6m height

Q5/ For the floor system shown in fig. Answer the following:- 1-Determine the ultimate bending moment through sections (1-1) to (6-6)? 2- Design beams in sections (2-2),(3-3),(5-5),(6-6)?if d =390mm 3-if the beam in section (7-7) reinforced with 3#25 at bottom. What is the maximum live load may be applied on the floor? Use the following data:- Roofing load=3.5kN/m² ,W1=5kN/m², f'c=25Mpa fy=420Mpa Y. = 24kN / m’,7 prick = 18kN / m All column=300*300mm,bw=300mm,stem depth=300mm slab thickness =160mm, over all beams partition with 0.25m thickness and 3.6m height

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Draw BMD and SFD for the beam shown below: 8 kN w 2 kN/m A 3 m B. 9 m 3 m Rp D.
Only need requirements what im asking+ use given method all sokve a b c . Ok. Requirements: A. Column Shear B. Column Moment C. Girder axial forces, moments and shear
ASAP NEED RIGHT COMPLETE SOLUTION !!!
A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P = qL C A B Shear release- L L/2 L/2 – (a) Select the most economical wood beam from the table in Appendix G; assumeq = 55 Ib/ft, L = 16 ft, o = 1,750 psi, and t = 375 psi. Include the self-weight of the beam in your design. (Enter the nominal dimensions in inches.) in. x in. (b) If a C 10 x 25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q (in Ib/ft)? Assume o, = 21 ksi and L = 10.5 ft. Include the self-weight of the beam in your analysis. (Use the section modulus for axis 2-2.) as Ib/ft
Assume a concrete cover or 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 1.6P (6 Section at C Wo 28 kN/m W- 11 kN/m Pa 112 kN Pu = 52 kN 3.3m 1.5m 3.9m 8-36mmo 4.6m f- 25 MPa Grade 40 rebars d' 75mm A d 585 mm 4-36mm b-300mm
The floor structural system shown in Fig 1 comprise W-section steel beams and girders supporting a 5-inch thick concrete slab which provides full restraint to the flanges of the beams. The density of concrete is 150 lbs./ft'. and the uniformly distributed live load L- 50 lbs/ft². L-22 B. Girder G1: - B [za] 12' GI GI 12 + [ial FIG. 1-Steel Floor Beam a) Strength - Bending and Shear -I 1) Produce a sketch of the floor plan showing the tributary load distribution areas for the beams and girders [za]
span of beam af is 6 meters. Thank you.
What is the ability to stand out among the other artists? Subject: Art Appreciation
The floor system shown below supports a uniform dead load of 100 lb/ft² and a uniform live load of 40 lb/ft?. Draw the loads with magnitudes on the following structural members: а) BI b) В2 с) ВЗ d) B4 e) Gl f) G2 g) G4 6 @ 7' = 42' C4 G1 B3 B2 2 @ 15' = 30' G4 G3 G2 BT 5 @ 6' = 30' 42' 36' For the same floor plan shown above and assuming the same floor loads and that the building consists of four floors, determine the following: a) The dead load on column Cl in the first floor. b) The live load on column C2 in the second floor. Consider live load reduction. c) The sum of the dead plus live loads on column C3 in the third floor. Consider live load reduction. OT
A bracket of length 1.5m is rigidly attached to the simply-supported beam at its end. The beam is subjected to the combined effect of M,, M, and compressive force P caused by the factored loads as shown. There are lateral supports only at the ends. The member is made of HE300A section and steel grade is S275 (Fy-275MPA, Fu= 430 MPa). The loads acting are determined from LRFD combinations. Determine whether the member can safely carry the applied loads. Multiply first-order moment diagrams by a factor of 1.2 to account for second-order effects. No need to check shear limit state. You do not need to additionally consider the beam self-weight. E Use the following simple expression to calculate the value of L:: L, = T*rts 0.7*Fy y P = 400kN 1.5 m F = 150kN 2 т 4 т X: Lateral support НЕЗ00А
The floor structural system shown in Fig 1 comprise W-section steel beams and girders supporting a 5-inch thick concrete slab which provides full restraint to the flanges of the beams. The density of concrete is 150 lbs. /ft³. and the uniformly distributed live load L=50 lbs/ft². L-22¹ B B. Girder G1: - [82] 12' Gl GI [BI] FIG. 1-Steel Floor Beam a) Strength - Bending and Shear 12' + I 1) Produce a sketch of the floor plan showing the tributary load distribution areas for the beams and girders [zul