Answered: Given the following: b=355mm d=575mm…

Given the following: b=355mm d=575mm fc'=27.5MPA fy=275MPA Mu=670kN-m Determine As A. USE NSCP 2015, As = wwbs B. USE NSCP 2001, As = sq.mm.

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: 2.10 A square yellow it is subjected t the allowable t mum allowable cross section if

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: A 127mm x 127mm x 12mm angle bar is connected to a gusset plate with 25mm diameter bolt as shown in…

Q: Compute for the linear weight of a 32mm diameter reinforcing bar. (Use the Unit weight of the Steel)…

Q: Could you help with the reaction forces? Dy, Ay, Ax, Dx ? thanks

Q: Olim 5x+ 2 4x2-1

Q: what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal…

A: Tensile Strength: The Tensile strength of a material defines as the stress in tension that material…

Q: Topic:Bolted Steel Connection - Civil Engineering -Steel Design *Use latest NSCP/NSCP 2015…

A: 12 mm thick gusset plateTo determine:a) Determine the capacity of the channel based on the gross…

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

Q: Plz, solve this question by using Flexibility Method and show all the details like how to get joints…

Q: EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related…

Q: what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal…

A: Beam flangeW 16 x 50A992 steelA992 Fy = 50 ksi, Fu = 65 ksiEffective bolt hole diameter = bolt hole…

Q: TABLE 8.5 Allowable Spans in Feet and Inches for Low-Slope Raftera, Slope 3 in 12 or Less (No…

A: Given Data, Span of 24 ft if rafters are 16 in. on center and the wood grade is Douglas fir-larch,…

Q: A bolted connection shown is bolted with a A-325 bolts with an allowable shearing stress of 207 MPa.…

Q: Problem 12-Method of Sections 2m 2m 10 11 12 13 10

Q: -2 m 2 m 2 m 4 m 4 m

A: Locate the centroid of shaded area shown

Q: A= 63.04 cM², bF = 100 wm, tF = IS-3 wm For ISMC 400 tw = 8.6 mm, Ixx = 15123.4 cm4 For ISA 1asx75X…

A: To determine x bar of the composite section. Centroidal MOI Iyy

Q: Evaluate: /8(x- 1)xdx (x2.

Q: USE DOUBLE INTEGRATION METHOD TO GET THE MAXIMUM DELECTION OF THE BEAM

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: DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16"…

Q: PROBLEM 1: CHECK THE ADEQUACY OF MEMBER BC WHOSE THICKNESS IS 14 mm, FIGURE : to

Q: what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal…

A: A992: Fy = 50 ksi, Fu = 65 ksieffective bolt hole diameter = bolt hole + 1/16"bolt hole diameter =…

Q: 3-20 mm diameter bolts fasten two plates being 25 mm thick and 130 mm wide. If the applied tensile…

A: Compute for the tensile stress (MPa) in the plate at the critical section.

Q: Results and Discussion

Q: (1) 2/" 3" 4#9 bood 14" (1) Ec = ? (2) fr=? (3) Mer=? #4 fé = 5 ksi Grade 60 Steel NWC. b=14", h=24"…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: A plate is fastened to a fixed member by four 16mm rivets arranged as shown. Compute the maximum…

A: To determine the shear stress in the rivets. Given, Diameter of the rivets (d) = 16 mm From the…

Q: Write (dynamic viscosity, kinematic Viscosity, Specific gravity, Bulk Modules of Elasticity) in MLT…

Q: 7) The connection shows a PL10X200 loaded in tension and welded to a 10mm gusset plate. Calculate…

A: Answer Calculation of Design tensile strength in gross yielding We know that the Nominal tensile…

Q: (1) 10" 12" 2" 5" 2" 2" 8" A992 steel &Mp= ?

A: Steel grade - A992 The tensile yield strength, Fy = 50 ksi A cross-section of a steel structure is…

Q: what is the tensile rupture capacity of flange plate of the flange connection in kips? (2 decimal…

A: Given that :-properties of beam are - Properties of material are -Required that :- tensile rupture…

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

A: Block Shear Rupture : Block shear rupture is similar to tensile rupture in which main part of member…

Q: roblem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fe' = 28M…

A: Given Characteristic Compressive strength of Concrete= 28 Mpa Design Strength of Reinforcement =…

Q: 4. the distinction between Safety factor and resistance factor Nominal strengh and required strength…

A: As it relates to component safety, the safety factor is the ratio between the force applying to the…

Q: 1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a.…

Q: Problem. A SRCB is subjected to loads as shown. Required: Adequacy of the SRCB against flexure…

A: Given data: ABCD=1163 Singly reinforced concrete beam with, Dead load=2A=21 kN/m Live load=3B=31…

Q: . For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at…

A: We are given chain pattern of boltingNet area for chain pattern of bolting is given by An = Ag -…

Q: Grade: 10.9 Included I Grade: S235 ace Class: C atio of the mean installed bolt pretension to the…

Q: e P W-Section Weld S2 [S3 S3 S3 S2 Ss Ss S2 Calculate the shear load (kN) on the critical bolt at…

A: Solution:- P= 200 kN e = 0 unknown - shear Load

Question

Given the following:
b=355mm
d=575mm
fc'=27.5MPA
fy=275MPA
Mu=670kN-m
Determine As
A. USE NSCP 2015, As =
wwbs
B. USE NSCP 2001, As =
sq.mm.

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

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

Can somebody show me how to identify the following members (highlight them if needed, I truly need to know) ? AD AE AF BD CF DE EF 60 140 mm
Kindly provide a detailed solution for AB, AD, BC,BD. Thank you
A bolted connection shown is made up of 2L150 x 100 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 22 mm. Properties of 2L150 x 100 x 9.5 mm: A = 4660 mm2 t = 9.5 mm Fy = 248 MPa Fu = 400 MPa Properties of 20 mm A-325 bolts: Fu = 400 MPa 50 50 50 50 50 50,50 힝힝이어 Gusset Plate 9.5mm 100mm Gusset Plate 100mm 31.25 62.5 T 56.25 a. Nominal dimension of hole diameter, dn = 25 mm b. Determine the ultimate shear capacity (kN) of the connection. c. Determine the ultimate tearing capacity (kN) of the connection if the shear lag factor, U = 0.75.
Structure RA R RE, VL MA, MC V B. VD nd Mm Hw. Draw I L far
Material Strengths: Fy = 248 MPa, F = 400 MPa For the two lines of bolt holes, the pitch is the value that will give a net area DEFG equal to the one along ABC. The diameter of the holes is 22 mm. The thickness of the plate is 12 mm. Determine the LRFD design tensile strength based on yielding on gross area. D A to 50 1 ÓB 50 50 ic O 410 kN O 464 kN O 446 kN O 401 KN F IG Pitch Pitch KISS|Y
Using NSCP 2015 and Fy = 50ksi, determine the fcPn and Pn /2c for the column shown. W8X24 C10X15.3 KL = 12ft %3D
Right support: Elasticity= 374 Gpa Left support: Elasticity= 274Gpa Elongation= 9mm Answer item 1 only.
130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…
wL+ Smax 8EI
round off final answer to 4 decimal places