Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 10, Problem 10.7.9P
To determine
(a)
The design of the girder cross section by using LRFD.
To determine
(b)
The location and size of intermediatestiffeners.
To determine
(c)
The required size of bearing stiffeners at B, C and D
To determine
(d)
The design of all the welds.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
A bridge girder AB on a simple span of length L = 30 m supports a distributed load of maximum intensity q at mid-span and minimum intensity q/2 at supports A and B that indudes the weight of the girder (see figure).
450 mm
32 mm
B
30 m
16 mm-
1800 mm
32 mm
450 mm
The girder is constructed of three plates welded to form the cross section shown. Determine the maximum permissible load q (in kN/m) based upon the following.
(a) solely based on an allowable bending stress aallow = 110 MPa
kN/m
(b) solely based on an allowable shear stress tallow = 50 MPa
kN/m
(c) accounting for both an allowable bending stress ollow and an allowable shear stress Tallow
kN/m
A bridge girder AB on a simple span of length L = 25 m supports a distributed load of maximum intensity q at mid-span and minimum intensity g/2 at supports A and B that includes the weight of the girder (see figure).
450 mm
32 mm
= 25 m
16 mm-
1800 mm
32 mm
450 mm
The girder is constructed of three plates welded to form the cross section shown. Determine the maximum permissible load q (in kN/m) based upon the following.
(a) solely based on an allowable bending stress oallew = 110 MPa
kN/m
(b) solely based on an allowable shear stress Tllow
= 50 MPa
kN/m
(c) accounting for both an allowable bending stress oallow and an allowable shear stress Tallow
kN/m
The figure shown is a built-up cross section composed of C-shaped and W-shaped steel beams attached
by bolts of % in. diameter. It is a 20 ft simply supported beam subjected to a uniform loading of 411 Ib/ft
throughout its span and a concentrated load, P (in Ib), at the midspan.
a) Compute for the moment of Inertia of the cross section
b) Determine the maximum bending stress in the beam.
c) Calculate the spacing of bolts if its allowable shearing stress is 5000 psi.
GIVEN:
P = 65.0 kips
E = 29000 ksi
С8X11.5
W8x28
C8X11.5
W
A
d
br
tw
x(bar)
ly
ry
AISC_Manual_Label
Ibs/ft
in
in
in
in
in
in
in
in
in
in
C8X11.5
11.5
3.37
8.00
2.26
0.220
0.390
0.572
32.5
3.11
1.31
0.623
W
A
d
tw
ry
AISC_Manual_Label
Ibs/ft
in?
in
in
in
in
in
in
in
in
W8X28
28.0
8.25
8.06
6.54
0.285
0.465
98.0
3.45
21.7
1.62
Ik
Y
X--x
tw-
k
eo bf
Хр
bf
PNA
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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
- A bridge girder AB on a simple span of length L = 20 m supports a distributed load of maximum intensity q at midspan and minimum intensity g/2 at supports A and B that includes the weight of the girder (see figure). The girder is constructed of three plates welded to form the cross section shown. 500 mm L= 20 m 18 mm 1600 mm 500 mm (a) Determine the maximum permissible load q based upon an allowable bending stress oallow = 130 MPa. Round to the nearest tenth. kN Gmax = (b) Determine the maximum permissible load q based upon an allowable shear stresS Tallow = 55 MPa. Round to the nearest tenth. kN Gmax marrow_forwardA bridge girder AB on a simple span of length L = 20 m supports a distributed load of maximum intensity q at midspan and minimum intensity q/2 at supports A and B that includes the weight of the girder (see figure). The girder is constructed of three plates welded to form the cross section shown. (a) Determine the maximum permissible load q based upon an allowable bending stress sigma = 140 MPa. Round to the nearest tenth. qmax = ___ kN/m (b) Determine the maximum permissible load q based upon an allowable shear stress Tau = 60 MPa. Round to the nearest tenth. qmax = ___ kN/marrow_forwardThe floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the factored (ASD) axial load (kN) to be carried by the column at C. Girder Floor beam Column A B H FH- H L G C H -HV H M 4 at 7.5 m = 30 m D N 1 E -H₂ -I- 2 at 12 m = 24 marrow_forward
- W W. W Mp 0.8 Mp Mp The above figure shows a continuous beam loaded with concentrated loads 'W' at the centre of each span. The value of 'W' at collapse will bearrow_forwardF1 Determine the reaction forces for girder G-1. Column A Beam B-1 L1 -0 Beam B-2 F2 Girder G-1 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = Girder G-2 L1 After the initial calculation, we determined the following information: • The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs • The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = 80 F3 • Live load 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = 8 psf (5) Beam = 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3 = 10 ft Beam B-3 000 000 F4 lbs open lbs F5 L1 Column B Beam B-4 L2 F6 L3 MacBook Air ← F7 F8arrow_forwardPROBLEM 4: The steel framework is used to support the 100mm reinforced lightweight concrete slab that carries a uniform live loading of 25 kN/m². Sketch the loading that acts along members BE and FD. Set b = 3m, a = 2.4m (Hint: see the Table for Dead Loads) C A B a Answer: Reaction @ B: 57.2kN Reaction @F: 95.4 kNarrow_forward
- 1. Replace the existing beam with a wide flange structural steel. The maximum flexural stress of steel is limited to 120 MPа. 50 KN 250 mm T 50 mm 10 KN/m 20 KN/m 350 mm 200 mm 3 m 2 m В 4 m Aarrow_forwardneed help with hw asap....thnks..arrow_forwardThe floor of an apartment building shown is subjected to a uniformly distributed dead load of 1.5 kPa and a uniformly distributed live load of 1.9 kPa over its surface area. Determine the factored (ASD) axial load (kN) to be carried by the column at O. Girder Floor beam Column A B J H FH -Ix H K G C I HA H- M 4 at 7.5 m = 30 m D N E -Io 13 2 at 12 m = 24 marrow_forward
- From the given figure below, determine the maximum flexural stress of the beam if it has a cross section of 150mm wide by 250mm deep. (JN 10 N/m o' RA=42N 42N 3M B IM 75Nm 81NM Im RD=3N -3N 0° 78 Nm 3NM V-DIAG M-DIAGarrow_forwardThe Figure below shows a two-member truss supporting a block of weight W. The cross-sectional areas of the members are 800 mm² for AB and 400 mm² for AC. Determine the maximum safe value of W (kN) if the working stresses are 110 MPa for AB and 120 MPa for AC. ... B 40 deg. A 60 deg. A) 38.90 в) 55.30 61.70 76.2arrow_forwardPlease show a detailed solution.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning