Refer to column cross-section show below and determine column design capacity. Design column ties per ACI318. fe'=6000 psi and steel with fy-60 ksi. Assume columns reinforcement include (8) - # 9. Check the compliance of the spacing of longitudinal bars with ACI318 requirements. -20"- 20"

Refer to column cross-section show below and determine column design capacity. Design column ties per ACI318. fe'=6000 psi and steel with fy-60 ksi. Assume columns reinforcement include (8) - # 9. Check the compliance of the spacing of longitudinal bars with ACI318 requirements. -20"- 20"

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: Analysis the section shown in Figure below. Determine the design moment capacity and check minimum…

A: Given: d = 640 mm h = 700 mm b = 350 mm fc = 30 MPa fy = 420 MPa Cover, d' = 40 mm Steel: 4 #32 mm…

Q: Compute its design strength based on rupture in kiloNewtons..* 412 485 453 389 438 This is a…

A: Given, Fu = 400 MPa Fy = 248 MPa D = 16 mm Dh = D + 2

Q: Determine the nominal axial compressive strength of the members shown in the following figure. 1.…

Q: 1. Select an ASTM A50 steel (F, = 345 MPa) W shape column that supports beam framing into it as…

A: Note: Since you have posted multiple questions, we will provide the solution only to the first…

Q: ASSIGNMENT #5 BIAXIAL BENDING Problem: Check the beam shown for compliance with the NSCP…

A: Section: W410 x 100 A992 steel fy = 345 MPa DL = 30% LL = 70%

Q: AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

Q: Determine the available strength of the compression member shown in Figure , in each of the…

A: Given data HSS 10×6×12 section Length, L=15ft=180in. ASTM A500, Grade C Steel Fy = 50 ksi Ag = 13.5…

Q: The unbraced column length of Round HSS 16 x0.625 in A500 Grade B (Fy = 46 ksi) is 27 ft. Determine…

A: Given:- The unbraced column length = 27 ft The yield strength of the steel (fy) = 46 ksi The steel…

Q: (3) 2 12" WOL= 2 KLF, WLL = 3 KLf 16/ 24" 81 NWC. NWC, fé = 4000 psi fy= 60ksi #4 tied bars. Please…

A: Problem (3): Given: b = 12 in h = 24 in WDL = 2 k/ft WLL = 3 k/ft The span between the supports, L =…

Q: etermine the ultimate axial capacity of the spiral column nino tho im cnira itch

Q: Prob 01: An 18” depth beam is bolted to a 24” depth girder is connected similar to that in figure…

A: Given:- The depth of the beam = 18 inch = 457.2 mm The depth of the girder = 24 inch = 609.6 mm The…

Q: A rectangular tied braced column is reinforced with 6-28mm bars as shown in the figure below. Check…

A: A column is a member of a verticle that has been used to carry a load from the upper part of the…

Q: As shown in Figure 7, members AC and BD are used to brace the pin-connected structure against a…

A: Factored load, 12 kips. A36-steel properties: fu = 58 ksi fy = 36 ksi

Q: All columns and girders are A992 steel.

A: Given: The columns are oriented in the frame such that the x axis is out of plane and y axis is in…

Q: AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

A: Given, WT205 x 30 section Length = 8.8 m or 8800 mm

Q: Determine the maximum axial compressive service load that can be supported if the live load is twice…

A: Given:- HSS 8×4×14ASTM A500 Grade BTo find:-maximum axial compressive service load using,a)…

Q: Determine whether the compression member shown in Figure is adequate to support the given service…

A: Given, D=110 kips L=280 kips

Q: Problem 4: Use A992 steel and select a W shape. The service dead load is 142 kips, and the service…

A: First we summarise the given data : Service dead load = 142 kips Service live load = 356 kips To…

Q: snip

A: The factored axis load is Pu=1.6×28=44.8kipsthe factored transversed load and bending moment…

Q: determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

Q: A WT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

Q: Architectural considerations of a certain non-structural element requires an upright triangular beam…

Q: 2. Select the most economical (lightest) W sections of A572 Gr. 50 steel. The beam is braced at ends…

A: A572 Gr. 50 steelLb = 15'WDL = 3 klfWLL = 1 klf

Q: The tension member is fastened togother using two bolts, one on each side of the member as shown.…

Q: what is the bolt shear capacity of the shear connection in kips?

A: A 325 boltsBolt diameter d = 3/4 inNumber of bolt in shear connection n = 16 (top and bottom…

Q: Situation 2: A rectangular beam has the following properties. Assume 12 mm stirrups. Assume a single…

Q: 504.2 Tensile Strength The design tensile strength, PePn, and the allowable tensile strength, Pn/Nt,…

A: GIVEN diameter of bolt, d = 20 mm Diameter of hole, D = 20+2 = 22mm Length of each leg, L = 100 mm P…

Q: 3. Determine the nominal compressive strength of a W360 x 44 of A992Gr50 steel column having length…

A: Given, L = 4m or 4000 mm Fy = 345 MPa

Q: A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset…

A: Answer Calculation of yielding capacity of the section based on LRFD We know that yielding capacity…

Q: The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel materials. Will it safely…

Q: The single angle 102 x 203 x 13 is connected on the long leg by two 20 mm diameter bolts as shown in…

Q: Sidesway is prevented for the beam-column shown in the Fig. P11-17. If the first-order momen ts…

A: L = 12 ftPDL = 60 kPLL = 70 kMDx = 12 ft-kMLx = 15 ft-k

Q: Problem 01 Using ASD, check the adequacy of the base plate (PL400X350×19 mm) centered on a W12X152…

A: Given data Base plate dimensions PL = 400 x 350 x 19 Concrete pedestal = 450 mm x 400 mm Column W…

Q: Q3: For the Column in Shown in Figure, Design the Base Plate with A36 steel, if the service dead…

Q: Result III. A ladder shaped rod ABC is subjected to axial loads as follows, F=10kN₂11-12-400mm,…

A: F=10kN , l1=l2=400mm , A1=100mm2 , A2=50mm2 , E=200GPaTo Find :a) Axial force diagram for the rod.b)…

Q: PROBLEM 4: The beam shown the figure below is a W16x31 of A992 steel and has continuous lat- eral…

Q: HOMEWORK-1 3m For the truss shown in the figure; Design members 1-2 and 2-3 assuming that out of…

A: a.given that, F=4000kg AB=4m AC=3m BC=42+32=5 m so, we have to calculate the bar force.…

Q: The A36 tension member is connected with 6- 16 mm diameter bolt. The member is made of Plate PL…

Q: Select the best hot-rolled W-section for the given column

A: Calculating the factored loadfactored load=1.2Dead Load+1.6Live Load…

Q: Determine the forces in all the members, and state if these members are in tension or compression.…

A: Given data Span length Vertical loading Horizontal loading. At joint D only two members are…

Q: Pp= 500 k J P, = 1,000 k I Pp= 500 k // Px=1,000 k fixed fixed Check whether a 17 ft W 14 x 211…

A: Given:- The dead load on the column = PD = 500 k The live load on the column = PL = 1000 k The…

Q: Determine the nominal axial compressive strength of the members shown in the following

A: The values and figure given in the question are as follows Length of column=L Effective length of…

Question

Refer to column cross-section show below and determine column design capacity. Design column
ties per ACI318. fe'=6000 psi and steel with fy-60 ksi. Assume columns reinforcement include
(8) - # 9. Check the compliance of the spacing of longitudinal bars with ACI318 requirements.
-20"-
20"

Expert Solution

Step 1

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

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

Given the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19 mm bolts in each flange. Hole diameter is assumed to be three mm more than the bolt diameter. Neglect the weight of the section. a.What is the capacity of member CG? b. Design member CG using a W section. c. What is the tensile capacity of the section for CG based on gross area?
Need complete and elaborate solution A.Using ASD, check the adequacy of the base plate (PL400x350x19 mm) centered on a W12X152 column as shown. It is resting on a concrete pedestal that is 450 mm x 400 mm. The loads are PDL = 600kN and PLL = 320 kN. Use A-36 steel and concrete fc’=20 MPa. B. Using LRFD, PL400x350 mm base plate, W12x120 column, 500x500 mm pedestal, PDL = 1200 kN and PLL = 800 kN. Use A-50 steel and concrete fc’ = 30 MPa. Determine the required base plate thickness.
2
For the welded angle, determine the maximum tensile strength. Assume A992 grade steel. 6" 4" Pu L5 × 5 × ¾
Please give explanations with formulas and referencing the diagram where possible
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Questions: Civil Engineering - Steel Find the maximum axial load that the W200 x 46 column can safely carry if its effective length is 6m. Fy = 248 MPa and E = 200 GPa. Use ASD. Section Properties A = 5860 mm2 I= 15.3 x 106 mm4 r = 51.1 mm Final Answerri Pn - 703.87 こ 22 1-67 = Design 421.481N Pn= For Ag 120.11X580O (n = 703.87kW :. Please show solutions on how to get the answers 421.48 kW
Given the truss shown, solve the following. Use A36 steel and assume there are two lines of three 19 mm bolts in each flange. Hole diameter is assumed to be three mm more than the bolt diameter. Neglect the weight of the section. a.What is the capacity of member CG? b. Design member CG using a W section. c. What is the tensile capacity of the section for CG based on gross area? The following W Section were considered for the design: W10x33 W14x38 W8x40 W16x36 W10x39 W8x13 189 KN 1.50 HL B 145 KN 1.50 E + 137 KN 121 KN -3.00 + 12.00 3.00 154 KN + W4x13 W6x9 W10x12 200 KN -1.50 1.50 1 030 T 1.20 +2.40 0.60 L i 0.30
plss, i need the answer immediately!
Question 1: (Use NSCP 505.3 provisions and ASEP Steel Handbook for effective length factors) Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive strength for the following cases: a. L= 15 ft b. L=20 ft W10 × 33 A992 steel FIGURE P4.3-1