Design the lightest W16 tension member section of steel of Fy= 50 ksi, Fu= 65 ksi to support a tensile service dead load PD = 270 k and a tensile service load PL= 220 k. the member is to be 53 ft. long the member is to have two lines of bolts in each flange for 7/8-in bolts (there are three in a line 4 in on center). At the end you should make the necessary checks.
ACI Code
In: Civil Engineering
Explain how the positive and negative bending moment in the beam is accounted in the construction of the beam.
In: Civil Engineering
QUESTION 1
|
Wood |
||
|
Cast Iron |
||
|
Concrete |
||
|
High strength steel |
QUESTION 2
|
Do not exhibit a clearly defined yield point compared to
steel. |
||
|
Have a greater difference between tensile and yield strengths
compared to steel. |
||
|
Have a Modulus of elasticity one-third greater than structural
steel. |
||
|
Have a coefficient of Thermal expansion one-half that of
structural steel. |
QUESTION 3
|
Copper |
||
|
Carbon |
||
|
Silicon |
||
|
Sulfur |
QUESTION 4
|
Chromium, Copper, Molybdenum |
||
|
Aluminum, Vanadium |
||
|
Cobalt, Nickel |
||
|
Lead, Tellurium |
QUESTION 5
|
Lead |
||
|
Carbon |
||
|
Silicon |
||
|
Sulfur |
QUESTION 6
|
Aluminum |
||
|
Carbon |
||
|
Silicon |
||
|
Sulfur |
QUESTION 7
|
Grain size |
||
|
Material color |
||
|
Initial crystalline structure |
||
|
Material uniformity |
QUESTION 8
|
ASTM code |
||
|
Shape code |
||
|
Tensile Stress |
||
|
SAE/AISI code |
||
QUESTION 9
|
Increases hardness |
||
|
Promotes uniformity of grain structure |
||
|
Retains malleability |
||
|
Improves corrosion resistance |
QUESTION 10
|
Wood |
||
|
High strength steel |
||
|
Cast Iron |
||
|
Concrete |
In: Civil Engineering
Explain why the concept of shear ductility is revised through a maximum capacity to shear and why this is a function only of the strength of the concrete.
In: Civil Engineering
List which soil strength parameters are needed to conduct a drained analysid and whoch strength parameters are needed to conduct undrained analysis
In: Civil Engineering
Choose the largest room in your house/apartment and measure the area.
Let's say the room is (8*4)
Steel yield stress (fy = 60000 psi)
Concrete ultimate compressive strength (f’c = 4000 psi)
Reinforced concrete density = 150 lb/ft3.
Normal weight concrete is used.
The slab is treated as a one way slab and subjected to a dead load of 120 psf (excluding the self-weight of the slab) and a live load of 220 psf.
a.The slab is supported by beams on the edges.
b.There is a column at each corner of the slab supporting the beams.
c.Each beam is sitting on a non-load-bearing wall.
Design
- The slab
- The beams
- The columns
Carry out all ACI code checks and sketch your designs.
In: Civil Engineering
what is castigliano's theorem to calculate the deflection &slope of the beam Or frame.
In: Civil Engineering
Explain why the SMART principle often applied to objectives, is important when tendering for a project that will not get additional funds once approved.
In: Civil Engineering
question 1
If you were to choose on emphasizing on one of the three key dimensions to a project, which one would you choose to have more of and why?
In: Civil Engineering
. Explain role of the following project stakeholders i) Functional managers
ii) Project sponsor
In: Civil Engineering
If you were evaluating a project and only quantitative data was available for your inspection, what would you want to have more information about?
In: Civil Engineering
QUESTION 2: SPATIAL PLANNING AND LAND USE MANAGEMENT Discuss the logic of the four types of Spatial Development Frameworks provided for in the Spatial Planning and Land Use Management Act and indicate the scale and purpose of each of these plans.
In: Civil Engineering
Q.3) USE ONLY GRAPHICAL METHOD: A consolidated-drained triaxial test was conducted on a normally consolidated clay with a chamber pressure, σ3 = 172 kN/m2 . The deviator stress at failure, (Δσd)f = 227 kN/m2 . Determine (12 points): a. The angle of friction, φ' b. The angle θ that the failure plane makes with the major principal plane c. The normal stress, σf', and the shear stress, τf, on the failure plane
In: Civil Engineering
The bottom reinforcement in a 200mm × 500mm concrete beam is found to have corroded during its service life. Scans indicate that the effective diameter of the steel has reduced from 16?? ?? to 15?? ??. Determine the % reduction in the tensile capacity of the beam. The yield strength of the steel reinforcement is 500??Pa.
Please Answer Question Above
In: Civil Engineering