Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
thumb_up100%
Chapter 2, Problem 2P
To determine
Find the axial load acting on column C of the framing system.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
The floor of an apartment building, shown in Fig. P2.3, is subjected to a uniformly distributed load of 45 psf over its surface area. Determine the loads acting on the floor beams AF, BG, and CH, and the girders AC and FH, of the framing system.
The roof of a single-story storage building, shown in Fig. P2.1, is subjected to a uniformly distributed load of 0.96 kPa over its surface area. Determine the loads acting on the floor beam BE and the girder AC of the framing system
PROBLEMS
1002. A timber beam is reinforced with steel plates rigidly
attached at the top and bottom as shown in Fig. P-1002. By what
amount is the moment increased by the reinforcement if n = 15 and the
allowable stresses in the wood and steel are 8 MPa and 120 MPa,
respectively?
Ans. 52.2 kN-m
150
ma
w
10 mm
150
mm
250 mm
300 mm
10 mm
Knowledge Booster
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 floor system of a gymnasium consists of a 130- mm-thick concrete slab resting on four steel beams (A = 9,100 mm2) that, in turn, are supported by two steel girders (A = 25,600 mm2), as shown in Fig. P2.7. Determine the dead loads acting on beam BF and girder AD.arrow_forwardQ2: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both x and y directions and carries a load of 100 kN at its free end. Calculate the forces in the booms and the shear flow distribution in the walls at a section 3 m from the built-in end if the booms resist all the direct stresses while the walls are effective only in shear. Each corner boom has a cross-sectional area of 900 mm² while both central booms have cross-sectional areas of 1200 mm². 0.4 m 100 kN 0.8 m 1.6 m 4m 0.8 marrow_forwardGiven. A two-story OCBF shown in Fig. 3.40c that forms part of the building frame system in SDC E. The axial loads on the ground floor brace B1 are as follows: Dead load D= 30 kips Live load L= 15 kips Seismic force QE = ±80 kips Snow load S= 0 kips Hydrostatic load H = 0 The redundancy coefficient p = 1.1. Mapped two-second såpectral acceleration, Sps = 0.826 g. Required. Determine a pipe section for brace B1, ASTM A53 Grade B steel; F, = 35 ksi, F = 60 ksi 16 ft 16 ft Figure -15 ft B2 B1 -- -15 ft B2 B1 Ordinary concentric brace frame (OCBF) example.arrow_forward
- Q2: The cantilever beam shown in Fig.2. is uniformly tapered along its length in both x and y directions and carries a load of 100 kN at its free end. Calculate the forces in the booms and the shear flow distribution in the walls at a section 3 m from the built-in end if the booms resist all the direct stresses while the walls are effective only in shear. Each corner boom has a cross-sectional area of 900 mm? while both central booms have cross-sectional areas of 1200 mm?.arrow_forwardDetermine the resultant (magnitude, direction and location) of the line load acting on the beam shown in Fig. (a).arrow_forwardEXAMPLE 6-16 The beam shown in Fig. 6-29a has a cross-sectional area in the shape of a channel, Fig. 6-29b. Determine the maximum bending stress that occurs in the beam at section a-a. 2.6 kN 13/12 2 m (a) 1 m. y=59.09 mm N 15 mm- -250 mm- C 20 mm AT 200 mm -15 mmarrow_forward
- Prob. 3.4-2. A column in a two-story building is fabricated from square structural steel tubing having a modulus of elas- ticity E = 210 GPa. The cross-sectional dimensions of the two segments are shown in Fig. P3.4-2b. Axial loads PA 200 kN and PB = 300 kN are applied to the column at levels A and B, as shown in Fig. P3.4-2a. (a) Determine the axial stress σ₁ in segment AB of the column and the axial stress ₂ in segment BC of the column. (b) Determine the amount 8 by which the column is shortened. PA = 200 KN 5 PB = (1) = 300 KN (a) 3 m B 3 m t₁ = 8 mm t₂ = 12 mm P3.4-2 150 mm, 200 mm (b) = 1 150 mm 200 mmarrow_forwardA floor opening in a building is to be closed by pouring a concrete slab. The proposed framing is composed ofwood joist assumed to be simply supported and given with a total load of 4 kPa. What is the maximum flexural stress in 40 mm x 190 mm wood joist if its span is 3 m and spaced atevery 0.30 m on centers?a. 5.61 MPa c. 6.78 MPab. 7.23 MPa d. 4.65 MPa What is the maximum shearing stress in the said joists?a. 0.40 MPa c. 0.36 MPab. 0.69 MPa d. 0.54 MPaarrow_forwardThe roof deck of the single story building is subjected to a dead load plus live load of 6kN/m2. If the purlins are spaced 7.5m apart, determine the distributed loading that acts along the purlin DF, and the loadings that act on the bent at A, B, C, D and E. the answer should be like in the second photoarrow_forward
- 4.19 and 4.20 Knowing that for the extruded beam shown the allowable stress is 120 MPa in tension and 150 MPa in compres- sion, determine the largest couple M that can be applied. 50 mm Fig. P4.19 MOLO 150 mm a hp 125 mm 125 mm M UE ■ R 80 mm 40 mm Fig. P4.20 M 54 mm ^ + 4)arrow_forward1. Calculate the bar force in member CD due to REAL loads in kN.0 2. Calculate the bar force in member CF due to REAL loads in kN.0 3. Calculate the bar force in member DG due to REAL loads in kN.0arrow_forwardThe steel reinforced concrete slab shown in Fig. Q3 below has a 200mm thickness and is supported by 3 concrete beam girders at equal spacing of 9m. The deck is monolithically attached to the girders and has a total length of 20m and a width of 10m. It is reinforced with 15 x q16 steel bars across the length (19m length each bar) and 10 x p16 steel bars across the width (9m each bar). 3. 9 m Fig. Q3 (a) Assuming a nominal concrete unit weight of 25kN/m' and a steel unit weight of 78kN/m³, calculate the dead load G in kN. Consider only the deck selfweight and the selfweight of the steel reinforcement. Neglect the concrete beam girders. (b) The concrete deck carries a live load Q of 6kN/m Determine the total design load of the deck for the ultimate (ULS) and serviceability limit states (SLS) in kN (neglect the beam girders). (c) A steel column is 4m long and has a diameter of 0.50m. It is subjected to a compressive force of 20MN. Given that the, elastic modulus of the material is 210GPA,…arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning