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)В-1В-22@13' = 26'Slope (6V : 12H)Slope (6V : 12H),(B)С-1В-22@13' = 26'В-2В-1В-1I --30'- 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)

Given- Roof framing plan as shown-

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 B-1 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 B-1 3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: a. Calculate the average weight of the floor, including the weight of slab, beams and non-structural…

A: Given: Density of concrete = 150 pcf Beam size = 7' wide x 20'' deep Slab thickness = 14'' thick To…

Q: Double stud walls are a way to provide enough insulation to build a net-zero energy home. In some…

A: The thickness of the gypsum board = 1 in The dimension of the southern yellow pine boards = 2×4 The…

Q: If a W16x40 steel column is to be protected with 5/8" Type X gypsum in a box profile, what would be…

A: Given, Steel column- W16x40 Wallboard protection-5/8 inch Type X Gypsum box Resistance,…

Q: 4) When the required torque has been achieved the tension control bolt splined end spins off? Tor F…

A: Torque- It tries to rotate a body about an axis.

Q: Can you please do the calculations for the partition loads as well. Thanks

A: where, A=40 ft B=19 ft C=9ftThe given building is a school located in Los Angeles, CATo…

Q: 2. Sketches showing Load Transfer mechanism (Distribution) throughout the building down to…

A: Note: As per our guidelines for a multiple question only one question can be answered for remaining…

Q: 1. Give the dead load in psf for the floor and wall section below. Do not round 3/4" wood paneling 4…

A: Floor section - 3"4 ceramic tile 2-1"2 normal weight concrete 1-1"8 plywood 7"8 wood lath and…

Q: You personally designed the formwork for a 14’‐0” tall concrete wall as specified below:  3/4”…

A: Let's go through each variation and determine whether the formwork design is adequate or not: 1.…

Q: Can you please answer the question in the picture and show all of the work, please

Q: The backup wall in a brick veneer wall assembly consists of a (choose from below options):…

A: The non structural part made with bricks and backed by air cavity is known as brick veneer wall.

Q: EA Calculate number of Rolls of Asphalt Felt to cover the Roof Slope Area. (1 roll of Felt will…

A: Given Data, Length=32' Width=44' Area of the roof- Area of Roof=44×32×12217212Area of…

Q: . b. 15" Calculate the weight of a 1'-0" length of the following materials. 3-1/8" 15" 12",3" 4" 40"…

A: To find the weight of one foot length of the given materials. L= 12”D1, Density of Glued-laminated…

Q: Knowing that fy = 60, 000 psi, determine whether the beam shown below satisfy the 9 Code crack…

Q: Based on the following specification, analyze the suitability of a section with size of 50 mm x 250…

A: Analysis of Beam : Determination of analysis of beam is carried out to find out the structural…

Q: Are the compressions found on the same location in the slinky before and after hitting the wall?

A: No, compression doesn't found in the same location in the slinky before and after hitting the wall,…

Q: CHAPTER 2 ASSIGNMENT: Use the NSCP 2010 for the following problem sets using the framing plan shown:…

A: As per the policy, the first three subparts are solved. post the remaining subparts as a separate…

Q: Roof Sheathing Panels in High Velocity Hurricane Zone (HVHZ) shall have nail spacing 4 in. o.c. at…

A: High Velocity Hurricane Zone (HVHZ) is a building code that is used to differentiate the areas hit…

Q: rence between a two way flat slab and two way flare plate

A: Both Two way flat slab and two way flat plate are structural systems used in building construction…

Q: RAFTE AND

A: GIVEN- ROOF SLOPE- 712 Common rafter 16" run of common

Q: Estimate the shrinkage that will occur in a four-story wood-frame wall that uses Hem-Fir framing…

Concept explainers

Applications of Concrete Framing Systems

A concrete frame is a structure formed by the interconnection of beams and columns to form a structural network. In simple terms, it is the basic skeletal structure of a building or any construction. The concrete framing structure is built on a concrete foundation that forms the base of the entire structure. The concrete frame system is built to support floors, roofs, walls, beams, rafters, joists, etc.

Question

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)
В-1
В-2
2@13' = 26'
Slope (6V : 12H)
Slope (6V : 12H),
(B)
С-1
В-2
2@13' = 26'
В-2
В-1
В-1
I --
30'
- 30'
Roof Framing Plan
Calculate the following items:
1) Total dead load for roof in psf
2) 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 against
allowable deflection
3) For Girder G1, determine:
Maximum moment Mu (k-ft), Maximum shear Vu (kips) and
Max (DL+LL) deflection and check against allowable deflection
4) For interior column C1, determine Maximum factored axial compression DL+LL (kips)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Trending now

This is a popular solution!

Step by step

Solved in 6 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Applications of Concrete Framing Systems

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Please answer and show all of your work please.
Please answer this Civil engineering question asap, will definitely give a thumbs up. Thanks in advance. You can hand draw or hand calculate if needed. Please help.
(3) H 22" IN_ 1:3|2|2|2|3| 4 #8 (b) Check if the #8 bars As, reg 2.85 in ² #4 at 8" 0.c. fé=4.000 psi Grade 60 steel Light weight concrete No-Coating. (a) check if 4 #8 Bars fit the beam. are sufficently anchored (I
Please write clearly
If a roof is subjected to -3 kPa external wind pressure, and internal wind pressure of either -0.5 kPa or 0.3 kPa, then what would be the value of the worst wind combination
Explain properly.
Check the following beams for compliance with ACI. Check the following: þMn > Mu As > As,min rebar spacing, cover requirements (cite ACI section) 2. Precast beam in parking garage: Mu = 800 k-ft %3D 18"- #3 stirrup -1 12" clear 25" 1' clear 14 ea. Nb. 8 bars f'c =6000 psi fy =60,000 psi
Illustrate the roof framing layout (using wood rafters) for a 5.00m x 6.00m bungalow with gable roof profile.
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
Label the SFD and BMD
The roof is made from what type of precast concrete element? Single Tee beam Double Tee beam Solid flat slab Hollow core slab
1. Interior nonbearing partitions that run parallel to the floor joists can be supported by: a. Joist hangers b. Band joists c. Double joists d. Transverse blocking between joists e. Headers