The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force transmitted by Gl into column C2. Draw free-body diagrams for all beams and girders involved in calculating this load. 8' 12' "G2 C3 c2 29- OPEN B1 B2 G1 G3 B3 C10- G4 8 8

The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force transmitted by Gl into column C2. Draw free-body diagrams for all beams and girders involved in calculating this load. 8' 12' "G2 C3 c2 29- OPEN B1 B2 G1 G3 B3 C10- G4 8 8

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: 1-1. A beam is subjected to the linearly distributed loads shown below. Determine the resultant…

Q: The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab.…

A: From given figure ; Required member = BF - Dead load = Density of slab X Thickness Density of slab =…

Q: The floor beam in Fig.1 is used to support the 5-ft width of a lightweight plain concrete slab…

A: The given data is: As shown in the figure the width of concrete is 6 ft The thickness of concrete is…

Q: a. What is the value of the distributed load in beam B1 in plf (lb/ft)? b. What is the value of…

A: Primary beams are called girders. This part of the system transfers loads to the column upon which…

Q: Given the floor layout below. Assume this is an upper story in a multistory office building. Perform…

Q: What is the value in kips of the axial force in Column C2 on the first story?

Q: a. What is the value of the distributed load in beam B2 in plf (lb/ft)? b. What is the value of…

A: Given that a=20ft b=30ft c=4ft floor load =35psf

Q: . What is the value in kip/ft of the uniform load on beam B1? b. What is the value in kips of the…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: 5. A timber joist of 75mm x 250 mm are placed on a spacing of 0.40m on centers. Given that their end…

A: V denotes shear force M denotes bending moment

Q: A rectangular beam has b = 300 mm, d = 500 mm, As = 3 – 25 mm Ø bars, f'c = 27.6 MPa, and fy = 414…

Q: P3.26 Assume W = 30 ft and D = 30 ft. The unreduced roof live load is 20 psf. The live load on the…

Q: The signboard truss is designed to support a horizontal wind load of 610 lb. If the resultant of…

Q: A rectangular beam 350 mm wide is to be designed for an ultimate moment of 670 kN-m with fc = 28 MPa…

A: Answer We are given Rectangular wide beam b = 350 mm Ultimate Moment Mu= 670 KN/m f'c = 28 Mpa fy =…

Q: 3. what is the resultant in kn of the 1.50kn/m load applied entirely over the span?

Q: The beam supports a distributed load with a maximum value of 40 lb/ft at A. Determine the resultant…

A: Value of distributed load = 40 lb/ft total span length= 15 ft

Q: Ca H: E C. L1 FIGURE M

Q: QUESTION 1 A reinforced concrete beam with b=12in and d=20in is made up of 5000psi concrete and…

Q: The truss is supported by short links at A. B. and C. Suppose that F = (400j} lb. (Figure 1) Figure…

A: Determine the force in member (AD, BD, CD, AB, AC, BC) of the space truss

Q: What is the value in kips of the axial force in Column C2 on the first story? Floor System All…

A: Building elements are the main building blocks of a building, and each has its own building…

Q: 1-3. The beam AB is fixed to the wall and has a uniform weight of 80 Ib/ft. If the trolley supports…

Q: The building section associated with the floor plan in Figure P2.4 is shown in Figure P2.8. Assume a…

A: Solution Given Data Live load= 60 lb/ft2

Q: The uniformly distributed live load on the floor plan in Figure P2.4 is 60 lb/ft2 . Establish the…

A: Solution

Q: 5. A timber joist of 95mm x 450 mm are placed on a spacing of 0.50m on centers. Given that their end…

Q: The simply supported wooden beam has a pin at A and a roller at B. A triangular distributed load…

A: Consider the cantilever beam as ABC.Sketch the Free Body Diagram as shown below.

Q: 4. The column consists of a wooden post and a concrete footing, separated by a steel bearing plate.…

A: Given data in question Stresses Diameter Square side dimension To find out Maximum safe load P…

Q: PROBLEM NO. 1 SET A 9 ft 13 ft 22. Iaad nianram M1 at point B is 10 kips-ft, P;=12 kips is 9 ft from…

A: P1=12kips W1=1.5kips/ft To find resultant force and it's location from point A

Q: For the beam shown, and the indicated load (shaded), determine the equivalent load and its location

A: Calculating the force on the beam due to UDL and UVL:

Q: 1) Show shear force diagram and bending moment diagram for the loading shown below 15 kips 8 kips w…

Q: Problem 12: The plan view (90' x 120) of a three-story reinforced concrete building is shown in Fig.…

A: Given -

Q: The steel framework is used to support the 4-in. reinforced lightweight concrete slab (unit weight =…

Q: 20 The framing plan below supports a uniform floor load of 50 psf. Assume the deck spans left to…

A: To Find Reaction at each support of the highlighted beam.

Q: 1-1. A beam is subjected to the linearly distributed loads shown below. Determine the resultant…

A: Given :

Q: 4. A reinforced concrete T-beam has b = 750 mm, t = 100 mm, d = 750 mm, bw = 350 mm, mm2, fc' = 20.7…

Q: 1-1. A beam is subjected to the linearly distributed loads shown below. Determine the resultant…

Q: Situation 1. For the steel framing plan shown in Figure 1, use the tributary area method to…

A: Consider the free body diagram ; Floor live load = 4.8 kpa Thickness of he slab = 150 mm…

Q: What is the value of kip/ft of the uniform load on beam B1 ? What is the value in kips of the point…

A: As per our guidelines we only solve first three subparts ..resubmit the question for remaining part.…

Q: Problem 5 – The 16 ft long compound beam shown below is supported by a fixed connection at the left…

Q: Determine the deadweight of a 1-ft-long segment of the prestressed, reinforced concrete tee-beam…

A: The given figure is shown below:

Q: Analysis and design of continuous beams: Q1/ Draw the load pattern for the beams B1&B2, If imposed…

A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Determine the maximum allowable axial load around wood column, 200mm in diameter and 4.0m long can…

Q: The timber column has a square cross section and is assumed to be pin connected at its top and…

A: Given data:- The timber column has a square cross section and is assumed to be pin connected at its…

Q: Determine the load at the bottom of each of the columns shown below.

A: To check the given columns for risk of collapse. Given, Axial load (P) = 3000 kN Cross-section of…

Q: 5 | A cast-iron beam carries the loads shown. If f;<20 O MN/m² , compute the permissible limits of…

Q: The ward floor of a certain hospital has the plan shown. Question: Determine the dead load due to…

A: A beam is the compression member where the effect of loading results in inward direction load by the…

Q: A series of reinforced concrete beams, spaced 1.5m on centers, are cast monolithically to its 100mm…

Q: The floor system shown below supports a uniform dead load of 100 lb/ft² and a uniform live load of…

Q: 1.) A beam carries the loading shown. Design a rectangular timber beam if the permissible stresses…

Q: Draw bending moment diagrams for Live load on the overhang + Dead Load over entire span

Q: Consider a two-bay building frame ABCDEF, with A, B, and C as fixed supports, AD, BE, and CF as…

A: Only free body diagram was asked. So only free body diagram is attached here.

Q: PROBLEM NO. 5. 28 lb/ft w = (2x – 8x + 18) lb/ft 10 lb/ft 18 lb/ft B -2 ft -2 ft – Consider the beam…

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

The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force transmitted by
Gl into column C2. Draw free-body diagrams for all beams and girders involved in calculating this load.
8'
12'
C3
G2
OPEN
B1
B2
G1
G3
B3
C10-
G4

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 Interpretation of data

VIEW

Step 2 Tributary Load Area

VIEW

Step 3 Load on beam B3

VIEW

Step 4 Load on beam B2

VIEW

Step 5 Load on girder G1

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 7 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

The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force transmitted by Gl into column C2. Draw free-body diagrams for all beams and girders involved in calculating this load. 8' 12' G2 C3 OPEN B1 B2 G1 G3 вз G4 8
a. What is the value of the distributed load in beam B1 in plf (lb/ft)?b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place?c. What is the value of the force in column C1 in the ground floor (in kips to one decimal place)?
Prob. 1 Four 50 mm x 200 mm dressed planks are used to carry a super imposed load of "W" kN/m. The allowable bending stress of the plank is 8.30 MPa. How should the four planks be framed to give the maximum stiffness as a beam? Determine also the safe uniform "W" kN/m that this beam could carry if the span is 6 m and is assumed to be simply supported. diagram 1 40.5 40.5 40.5 40.5 162 diagram 2 134.25 268.5 187.50 187.50 40.5 187.5 40.5
www X- 888 F3 = 4 kN F = 6 kN 5. 4. F = 8 kN F = 6 kN %3D resultant force is zero. acting on the gusset plate of a bridge truss. Show that the Example Determine the x and y components of each force
Consider the floor plan shown in Figure 1. Slab weight is 25 lb/ft2. Sketch loading that acts along with the following member. Please ignore the self-weight of girders and beams. For your sketch, you must show a) idealized framing plan for the tributary area and b) idealized element for the load information. Calculate c)reaction and load on idealized elements.
18 12⁰ PLAN SECTION =1 S B1 B2 B3 B F 10 cantilevered beams columns W The load per foot on Joists J-1 is larger than b. The load per foot on Beam B-1 is larger than c. In which column does the largest axial stress occur? N S 2. The roof of a small building schematic plan and section. Closely spaced joists (J-1 and J-2) span north-south and bear on Beams (B-1, B-2 & B-3) which in turn bear on Columns A-F. The Beams cantilever 10' beyond the east row of columns. All joists are spaced the same distance on center All columns have the same cross section area of 30.0 in² Roof Live Load = 40 PSF Roof Dead Load = 30 PSF as shown in the Allowable axial stress in columns, Fa= 1000 psi (Neglect the self-weight of columns) smaller than smaller than the same as the load per foot on Joists J-2 the load per foot on Beam B-3 the same as A B C D E F How large is the axial stress in the column selected in Part (c)? (For this problem, disregard effects of slenderness, and simply calculate the axial…
S5. For the beam and loading shown in Figure 5.0, Design the cross section of the beam, knowing that the grade of timber used has an allowable bending stress of 170 MPа. 120 kN 60 kN b 2b 2 m 2 m 2 m
Situation 1. For the steel framing plan shown in Figure 1, use the tributary area method to distribute the floor loads to the supporting structural members. The girders are made of W410x46 while the beams are W360x33. Compute the maximum shear and bending moments for girders 3G-1, 3G-2, and 3G-4 by considering the following: a. the entire floor area is to carry a floor live load of 4.8 kPa and a superimposed dead load of 0.6 kPa; b. the thickness of the slab is 150 mm and framing dimensions are in mm; c. use unit weight of concrete of 23.5 kN/m3; d. include the self-weight of the beams and girders; e. your final answer should be based on the shear and moment diagrams of the corresponding girders; and f. discuss the critical and important assumptions made in your ideal model and solution. A B 1500 2000 2000 1500 1500 3G - 1 3G - 2 -I- 2. 3G - 1 3G - 2 GIRDERS CROSS-SECTION W410 x 46 BEAMS CROSS-SECTION W360 x 33 Area = 5890 mm2 Area = 4170 mm2 Figure 1 00s8 3G – 3 3B – 1 3G – 4 3B – 2…
a. What is the value of the distributed load in beam B2 in plf (lb/ft)? b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place? c. What is the value of the force in column C4 in the ground floor (in kips to one decimal place)?
* brie gh taPerse Example 1 Find the perpendicular components (F, Fy) of the external force P 1 kN that are applied on the concrete beam shown below: P-1kN 300
The concrete girders shown in the photo of the passenger car parking garage span 30 ft and are 15 ft on center. If the floor slab is 5 in. thick and made of reinforced stone concrete, and the specified live load is 50 lb/ft2 (see Table 1.4), determine the distributed load the floor system transmits to each interior girder.
PROJECT PROBLEM. The Pratt roof trusses are uniformly spaced every 4.5 m. The deck, roofing material, and the purlins have an average weight of 0.28 kN/m² . The building is located in Metro Manila where the anticipated rain load is 0.40 kN/m?. These loadings occur over the horizontal projected area of the roof. Determine the force in each member due to dead load, and rain loads. Neglect the weight of the truss members and assume A is pinned and E is a roller. 1.8 m F 1.8 m A E |B -2.4 m 2.4 m--2.4 m- +2.4 m-