Q2: Determine allowable design strength for the 46 ksi axially loaded HSS 14×10x shown in the figure. Then design a base plate of A36 steel for the same section. The concrete has a compressive strength (fe- 4 ksi) and the footing has the dimensions (3 ft x 3 ft). (ASD method). 14,6 12 ft. 15 ft. y-axis 27 ft- x-axis

Q2: Determine allowable design strength for the 46 ksi axially loaded HSS 14×10x shown in the figure. Then design a base plate of A36 steel for the same section. The concrete has a compressive strength (fe- 4 ksi) and the footing has the dimensions (3 ft x 3 ft). (ASD method). 14,6 12 ft. 15 ft. y-axis 27 ft- x-axis

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

Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
Design a simple span one-way slab to carry a uniformly distributed live load of 18 kPa The span is 34 meters (center to center of supports). Use fc 20.7 MPa and fy276 MPa. -Use NSCP 2015, conform to minimum thickness requirements. Complete solution ty..
In the design of beam for the limit state of collapse in flexure as per IS 456 : 2000, let the maximum strain in concrete be limited to 0.0030 (in place of 0.0035) for this situation consider a rectangular beam section of width 300 mm, effective depth as 400 mm, area of tension steel used is 900 mm2. Material used is M20 concrete mix Fe415 grade steel (a) Limiting depth of neutral axis (b) Actual depth of neutral axis
Principle of Reinforced Concrete Design
30" Design the reinforcement for the T-beam in the middle which carries a live load of 200 lb/ft². The length of the beam is 25 ft. In your design assume concrete with a compressive strength of 3,000 psi density 150 lb/ft³ and Grade 60 Steel. 27" 12" 10'-0" 12" 10'-0" 12"
ineed the answer ASAP.ty 3decimal final answer Do not round off in between solution
1/ Calculate maximum deflection of the beams (This was solve it) 2/ Check the suitability of the section assuming the code limitation of L/240. 3/ If maximum deflection doesn’t meet the code requirement, propose your solution
A reinforced concrete beam that is 375 mm wide and 500mm deep must resist a service live load moment of 250 kN-m and a service dead load moment of 150 kN-m. Use f'c-21 MPa and fy=415 MPa. The effective concrete cover is 65mm (to the centroid of reinforcements). 1. Determine the area of compression steel reinforcement (If required. Answer O if not) in mm² 2. Determine the minimum number of 25 mm diameter bars to be provided to satisfy the demand ultimate moment 3. Determine the maximum number of 25 mm diameter bars to be provided to have a tension controlled section Answer 1: 2403.21 correct answer: Answer 2: 9.00 Answer 3: 8.00
Show all solutions
A typical grade beam 300 x 800 is reinforced with 2 - 25M bars and the cover is forconerete cast and permanently exposed to the earth, (f', =30 MPa) Determine the following: (a) the size of the stress block "a" (b) the bending moment “M," (c) the c/d ratio (d) the type of failure (brittle or ductile) based on part (c) (e) check Asmin (equation 2.7) (Code 10.5.1.2) (f) maximum As permitted based on ductile failure (g) determine maximum bar size (2 required) from Table 1.5 based on part f) (h) check spacing requirements 's' Table 2.6 based on part g) (i) check if skin reinforcement is required Table 2.9 and fy = 400mpa please solve asap %3D
Note: ... HP12X53 Ag=15.5 in^2 rx = 5.04 in ry = 2.86 in 16' HP 12 x 53 A572 Grade 50 From Situation 1: c. Compute the Euler's Buckling load (kips) Round your answer to 3 decimal places. Add your answer From Situation 1: d. Governing Nominal Compressive strength based on AISC E3-2 or E3-3 (kips) Round your answer to 3 decimal places. Add your answer
Size an A992 W shape given the following information; -Beam span is 20 ft and simply supported -Floor beams are 6 ft on center -Cb=1.0 (don't forget self-weight) -The beam will support a plywood deck (3 PSF) oriented perpendicular to the beam -The average concrete (normal weight) thickness is 4.5 in Assumption - 50% ponding factor during the concrete placement and treat the concrete as a live load - 10 Psf for the concrete workers live load - Plywood framework is used instead of steel decking - the beam has no support of the compression flange over its length