Roof framing plan of single story building with the following configuration is shown:a. Construction of roof (Reference ASCE 7-16, Table C3-1: Minimum Design DeadLoad)Composition roofing with five ply felt and gravelMetal deck (18 gauge)Fiberboard insulation, 2 “ thickPlaster ceiling (Suspended metal lath with gypsum plaster)Mechanical ductb. Roof pitch: 6 “ rise per foot of horizontal projectionc. Roof live load: 20 psfd. Beams (B1 & B2) are W12x40 (ASTM A992), Girder (G1) is W12x58 (ASTM A992)3.В-1В-22@13' = 26'Slope (6V : 12H)Slope (6V : 12H),(B)С-1В-22@13' = 26'В-2В-1В-130'30'Roof Framing PlanCalculate the following items:1) Total dead load for roof in psf2) For beams B1 & B2, determine:Considering LL reduction, find total factored uniform load DL+LL, Maximum moment Mu(k-ft), Maximum shear Vu (kips) and Max (DL+LL) deflection and check againstallowable deflection3) For Girder G1, determine:Maximum moment Mu (k-ft), Maximum shear Vu (kips) andMax (DL+LL) deflection and check against allowable deflection4) For interior column C1, determine Maximum factored axial compression DL+LL (kips)

Answered: Image /qna-images/answer/cf4fd280-42c6-4b94-82b3-e884c041e525.jpg

Roof framing plan of single story building with the following configuration is shown: a. Construction of roof (Reference ASCE 7-16, Table C3-1: Minimum Design Dead Load) Composition roofing with five ply felt and gravel Metal deck (18 gauge) Fiberboard insulation, 2 “ thick Plaster ceiling (Suspended metal lath with gypsum plaster) Mechanical duct b. Roof pitch: 6 “ rise per foot of horizontal projection c. Roof live load: 20 psf d. Beams (B1 & B2) are W12x40 (ASTM A992), Girder (G1) is W12x58 (ASTM A992) (2) (3)

Roof framing plan of single story building with the following configuration is shown: a. Construction of roof (Reference ASCE 7-16, Table C3-1: Minimum Design Dead Load) Composition roofing with five ply felt and gravel Metal deck (18 gauge) Fiberboard insulation, 2 “ thick Plaster ceiling (Suspended metal lath with gypsum plaster) Mechanical duct b. Roof pitch: 6 “ rise per foot of horizontal projection c. Roof live load: 20 psf d. Beams (B1 & B2) are W12x40 (ASTM A992), Girder (G1) is W12x58 (ASTM A992) (2) (3)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.2P

See similar textbooks

Similar questions

unknown concentrated load - 25
Check the design of the following unreinforced masonry wall to see if it is adequate. A 14 ft simplysupported wall (vertically spanning) that is built using 8” medium weight CMU and Type N MasonryCement Mortar (only face-shell bedding). The wall is resisting a factored gravity dead load of 5000 lb/ft atthe top of the wall with an eccentricity of e = 0.5”. Only check the wall at the top of the wall, which you canignore the self-weight (use load combination of 1.4D and magnify the moment using TMS 402 Section9.2.4.3)
Brick Veneer 48 psf, 230 kN/m^2Fiberboard, 1/2 in. (13mm) 0.75psf 0.004kN/m^2
The framing plan of a business processing officeis given below. The CHB walls are all plastered in both faces and fully grouted using 21.2kN/m3density of grout. The slab is 115mmthick, and made of stone concrete. The floor is finished with quarrytile on 13 mm mortar bedand iscarrying a ceiling made of acoustic fiber board. The beamsand columns are made of reinforced stone concrete andthe typical dimension of all beam is 325mm x 450 mm andthat of column is 400 mm square. The height of thefloor is 3.7m. The exterior walls are 6" CHB, and the inner walls are 4" CHB.For the specified location of the glass wall, refer to the plan. Refer to NSCP 2015, Vol 1, Section 204 -205. a.Classify the slab structure as eitherone-way or two-way.
concrete stair and landing reinforments: -the trend bars 3-D 10 mm -the riser bars D-10 mm @ 150 mm o.c.
3. A gable roof requires: a. A ridge beam supported at intervals by columns or walls. b. Ceiling joists to tie it against lateral thrust c. Either of the above. d. Neither of the above.
Answer ASAP PLEASE The 600-Ib, 20ft-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. B. Determine the minimum force p required to open the seawater gate. Express answer in kips
The 15 x 15 in. column shown below must extend from footing level to the second floor of abraced frame structure with an unsupported length of 20.5 ft. Exterior exposure requires 2 in.clear cover for the outermost steel. Analysis indicates that the critical loading corresponds withthe following service loads: (a) from dead loads, P = 180 kips, Mtop = 30 ft-kips, Mbot = 15 ft-kips; (b) from live loads, P = 110 kips, Mtop = 60 ft-kips, Mbot = 30 ft-kips, with the column bentin double curvature as shown. The effective length factor k determined using Fig. 10.13a is 0.90.Material strengths are f'c 4000 psi and fy 60000 psi Using the ACI moment magnifiermethod, determine whether the column is adequate to resist these loads.
Write down design procedure of unstiffened seat connection.
A roof system with W16×40 section spaced 9ft on centre is to be used to support a dead load D=40psf and LR, S, R=30psf w=20psf compute goverinng facture load
21 - How should the rope strength be taken at operating temperatures between 100°C and 200°C? A) Less than 10% B) Same as C) More than 10% D) More than 25% E) Less than 25%
A 4-storey with roof deck structural steel has the following minimum design loads from the NSCP: A. Dead Load (DL) 0.125m THK slab = 3.00 kPa 0.050m THK Lean Concrete = 1.20 kPa Marble = 1.58 kPa Gypsum Board = 0.04 kPa Suspended Steel Chanel = 0.10 kPa Beam/Column = 1.00 kPa Total = 7.92 kPa (with Movable Partition) B. Wwalls/parapet = 2.70 kPa C. Height of Walls and Parapet = 3.6m/1.5m D. Tributary Area = 210 sq.m E. Pwalls = 108m (Typical Levels) F. Pwalls = 12m (Deck Levels) G. Pparapet = 50m (Deck Levels) What is the total weight in the 3rd level?