Electronics Research, Inc.’s Post

BEAM DEFLECTION SHORTCUTS (Fully-Restrained Beams) Take note of the following formulas to get the maximum moment and maximum deflection of fully-restrained beams under different types of loading. Example: Fully-Restrained Beam under a uniformly-distributed load Maximum Moment: -wL²/12 at the ends and +wL²/24 at the midspan Maximum Deflection: wL⁴/384EI

Custom Cable Configurator Connector Configuration: LC, SC, ST, FC, MTRJ, MTP, APC, UPC and more. Jacket Type: Indoor/Outdoor, Armored, Aerial, Tactical, Zip Cord, Tight Buffered and more. Jacket Rating: Plenum & Riser Rated (OFNR / OFNP) Modality: Multimode OM1, OM2, OM3, OM4 & Singlemode OS2 Any Length, Any Fiber Count: 1, 2, 4, 6, 8, 12, 24 & 48 Fiber Strands (More available)

Simplify integration and maintenance with clear commands from the only pneumatic valve system with a graphic display - the G3 from AVENTICS. https://okt.to/HX2xsl #MorrellGroup #AVENTICS #Pneumatics #ValveSystems

Is your SRD Rotor not returning to the upright position? Learn from the pros! This short tutorial shows you how to realign the rotor in a few simple steps. https://lnkd.in/gBBBiNG3

WPM’s HF wavefront is coupled to the horn throat via a short waveguide for perfect 100° horizontal constant directivity coverage. Find out more: https://lnkd.in/dSenmBx

Simplify integration and maintenance with clear commands from the only pneumatic valve system with a graphic display - the G3 from AVENTICS. https://bit.ly/3xBpDkb #MorrellGroup #AVENTICS #Pneumatics #ValveSystems

Simplify integration and maintenance with clear commands from the only pneumatic valve system with a graphic display - the G3 from AVENTICS. https://okt.to/2D3hNe #MorrellGroup #AVENTICS #Pneumatics #ValveSystems

Simplify integration and maintenance with clear commands from the only pneumatic valve system with a graphic display - the G3 from AVENTICS. https://bit.ly/3TYgnzB #MorrellGroup #AVENTICS #Pneumatics #ValveSystems

Interesting heat patten being formed from this wall mounted radiator.

Consider a simple conceptual scenario: A 5 meter long beam fixed at both ends, subjected to a 10 kN axial point load applied 2 meters from the left end (as shown in the figure). What will be the support reactions? A) 5 kN at both ends B) 6 kN at the left end and 4 kN at the right end C) 4 kN at the left end and 6 kN at the right end Please note that this is a conceptual question, not a realistic scenario.