Properties of Philippine Woods at 80% Grade
3 years 3 months ago
Properties of Philippine Woods at 50% Grade
3 years 3 months ago
Group Species of Philippine Woods
3 years 3 months ago
Properties of Wide Flange Sections
3 years 3 months ago
shear and moment diagram
3 years 3 months ago
Find $x$ from $xy = 12$, $yz = 20$, and $zx = 15$
3 years 3 months ago
Value of t for a germ population to double its original value
3 years 3 months ago
The sum and product of three distinct positive integers are 15 and 45, respectively. What is the smallest integer?
3 years 3 months ago
Comparing alternatives: Buy a truck vs rent a truck
3 years 3 months ago
Largest box that can be made from rectangular cardboard
3 years 3 months ago
Investment of P250,000.00 per year
3 years 4 months ago
Angle turned by train in 1 minute
3 years 4 months ago
Equivalent Cartesian Equation of Parametric Equations
3 years 4 months ago
Equation of the sphere of radius 3 and tangent to coordinate-planes
3 years 4 months ago
Ultimate Moment and Number of Bars of Simply Supported Concrete Beam
3 years 4 months ago
Simple Beam With Overhang Under Uniform Load
3 years 4 months ago
DNfS204-3 Determine the size of the section of the beam if the maximum stress is limited to 8 MPa.
3 years 4 months ago
DNfS204-2 Find the maximum moment acting on the beam in kN-m
3 years 4 months ago
DNfS204-1 Calculate the uniform reaction of the beam in kN/m.
3 years 4 months ago
DNfS204-0 Situation. A square timber beam used as a railroad tie is supported by a uniformly distributed loads and carries two uniformly distributed loads each totaling 48 kN as shown.
3 years 4 months ago
The frame shown is to be analyzed using the portal method.
3 years 4 months ago
sHh2p5G-3 If member BC is 40 mm wide x 140 mm deep (dressed dimension), the maximum compressive stress (MPa) in the member BC is nearest to:
3 years 4 months ago
sHh2p5G-2 The magnitude of the reaction at A (kN) is nearest to:
3 years 4 months ago
sHh2p5G-1 The y-component of the reaction at B (in kN) is nearest to:
3 years 4 months ago
sHh2p5G-0 Situation. A two member frame in the figure is loaded as shown.
3 years 4 months ago
Situation - A two member frame in the figure is loaded as shown.
3 years 4 months ago
FYrh97O-3 Calculate the reactions in Newton.
3 years 4 months ago
FYrh97O-2 Find the moment at B in N-m.
3 years 4 months ago
FYrh97O-1 Find x in meters.
3 years 4 months ago
FYrh97O-0 Situation. A beam 100 mm x 150 mm carrying a uniformly distributed load of 300 N/m rests on three supports spaced 3 m apart as shown below.
3 years 4 months ago
dKi9DFQ-3 Find the maximum moment (in kN-m) that could developed at point A.
3 years 4 months ago
dKi9DFQ-2 Find the maximum positive shear that could developed at the section just after point A.
3 years 4 months ago
dKi9DFQ-1 Calculate the maximum shear force that could developed at the section just before point A.
3 years 4 months ago
dKi9DFQ-0 Situation. The following are identified as expected loadings to the beam shown below:
3 years 4 months ago
XPpFh97-3 The reaction at the bottom.
3 years 4 months ago
XPpFh97-2 The reaction at the inclined side.
3 years 4 months ago
XPpFh97-1 The reaction at the vertical side.
3 years 4 months ago
XPpFh97-0 Situation. Two cylinder P and Q rests in the channel as shown in the figure.
3 years 4 months ago
Wl4g9k7-0 Situation. Floor joists 50 mm wide by 200 mm high, simply supported on a 4-m span, carry a floor loaded at 5 kN/m^2.
3 years 4 months ago
Wl4g9k7-2 What safe floor load, in kN/m2, could be carried on a center-line spacing of 0.40 m?
3 years 4 months ago
Wl4g9k7-1 Compute the center-line spacing between joists.
3 years 4 months ago
Situation - Floor joists 50 mm wide by 200 mm high, simply supported on a 4-m span, carry a floor loaded at 5 kN/m2. The allowable bending stress is 8 MPa. Due to bending stress alone...
3 years 4 months ago
A truck with axle loads of 40 kN and 60 kN on a wheel base of 5 m rolls across a 10-m span. Compute the maximum bending moment in kN m.
3 years 4 months ago
Xoc9dHk-0 Situation. A uniform chain that weighs 0.50 kg per meter has a 15-liter bucket hanged at its end.
3 years 4 months ago
FtHV51n-0 Situation. A tank contains 80 gallons of pure water. A brine solution...
3 years 4 months ago
Czgy9ZT-0 Situation. A tank, open at the top, is made of sheet iron 1 in. thick.
3 years 4 months ago
Two identical bars PQ and RS each weighing 75 N each are welded together to form a Tee and are suspended in a vertical plane as shown in the figure.
3 years 4 months ago
The area under the entire stress-strain curve is called:
3 years 4 months ago
The constant of proportionality in the linear portion of the stress-strain diagram is called:
3 years 4 months ago
The point in the stress-strain test at which the material will have an appreciable elongation without any increase of load.
3 years 4 months ago